HomeMy WebLinkAboutLA195623 17861 Elder Ave Permit PackRESIDENTIAL BUILDING
PERMIT APPLICATION
CITY OF LAKEVILLE
BUILDING INSPECTIONS DEPARTMENT
20195 HOLYOKE AVENUE
LAKEVILLE, MN 55044
952-985-4440
Office Use Only
__________________
Permit Number
___________________
Received By
___________________
Date Received
_______ _______
Fee Total
SITE ADDRESS:
MAILING ADDRESS: CITY: STATE: ZIP:
JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________
LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________
ESTIMATED VALUATION: PROPOSED START DATE: END DATE:
(New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION:
APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL
NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED)
PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License)
RESIDENT OWNER
NAME:_______________________________________________________________________________
HOME PHONE #:_____________________________ CELL PHONE:___________________________
GENERAL CONTRACTOR
Homeowner
Contractor
CONTRACTOR:_______________________________________________________________________
LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE)
OFFICE PHONE #:_____________________________ CELL PHONE:___________________________
ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________
PLUMBING WORK
Homeowner
Contractor
CONTRACTOR:__________________________________________LICENSE #: PM______________
OFFICE PHONE #:_____________________________ CELL PHONE:___________________________
ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________
MECHANICAL WORK
Homeowner
Contractor
CONTRACTOR:________________________________________ _______________________________
OFFICE PHONE #:_____________________________ CELL PHONE:___________________________
ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________
BOND #:_______________________________________ EXPIRATION DATE____________________
SEWER/WATER CONTRACTOR
New Construction Only
NAME:________________________________________________ ______________________________
HOME PHONE _____________________________ CELL PHONE:______________________________
BOND #:_______________________________________ EXPIRATION DATE____________________
INTEREST EARNINGS ON THE ESCROW ACCOUNTS, IF ANY, ARE RETAINED BY THE CITY TO OFFSET THE
ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. I HEREBY
APPLY FOR A BUILDING PERMIT AND I ACKNOWLEDGE THAT THE INFORMATION ABOVE IS COMPLETE AND
ACCURATE; THAT THE WORK WILL BE IN CONFORMANCE WITH THE ORDINANCES AND CODES OF THE CITY AND
WITH THE STATE BUILDING CODE, THAT I UNDERSTAND THIS IS NOT A PERMIT AND WORK IS NOT TO START
WITHOUT A PERMIT AND THAT THE WORK WILL BE IN ACCORDANCE WITH THE APPROVED PLAN.
NAME OF APPLICANT (Please Print)DATE
APPLICANT’S SIGNATURE:
www.lakevillemn.gov
8/26/21
DM
RESIDENTIAL BUILDING PERMIT APPLICATION
PAGE 2
OFFICE USE ONLY
BUILDING PERMIT TYPE REQUIRED INSPECTIONS
SINGLE FAMILY DWELLING BUILDING
DUPLEX AS BUILT
TOWNHOUSE UNITS BUILDING FINAL
DETACHED TOWN HOUSE UNIT DECK FOOTING
CONDO FIREPLACE
ACESSORY BUILDING FOOTING
REROOF FOUNDATION
RESIDE FRAMING
PORCH FRAMING
GARAGES
INSULATION
RES ADDN/REPAIR/RMDL
DECK
PORCH
GARAGES LATH
LOWER LEVEL FINISH LOWER LEVEL FINAL
ADDITION OTHER
FOUNDATION ONLY PORCH FOOTING
MISCELLANEOUS POURED WALL
DEMO SEPTIC TANK REMOVAL
MOVED SITE
MECHANICAL
CITY BUILDING VALUATION: $AIR TEST
FINAL
BUILDING PERMIT FEES ROUGH-IN
$PERMIT FEE PLUMBING
$PLAN CHECK FINAL
$SURCHARGE ROUGH-IN
$METRO SAC METER SIZE
$CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE
$CITY SEWER HOOKUP UNIT SEWER/WATER
$LANDSCAPE ESCROW SEWER/WATER
$TREE ESCROW FINAL
$MISC ESCROW STREET DRAINTILE
$PLUMBING BUILDING INFORMATION
$MECHANICAL TYPE OF CONSTRUCTION
$SEWER WATER ZONING
$OTHER CODE EDITION
$TOTAL FIRE SUPPRESSION SYSTEM
OCCUPANCY GROUP
APPROVED BY:
BUILDING INSPECTOR: Date:
PLUMBING/MECHANICAL
INSPECTOR: Date:
COMMENTS:
20195 Holyoke Avenue, Lakeville, MN 55044
952-985-4400 952-985-4499 fax
www.lakevillemn.gov
Sewer & Water Tie Card
Address:________________________________________
Contractor:______________________________________
Permit Number:__________________________________
Final Date:________________
Street Drain-Tile:______
Size of Water Service: 1”
Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS
THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME
OF SEWER & WATER INSPECTION
MAIN FLOOR1' -8 1/4"UPPER PLATE20' -7 1/4"T.O. FOUNDATION0' -0"T.O. FOUNDATION0' -0"MAIN PLATE10' -9 3/8"MAIN PLATE10' -9 3/8"UPPER FLOOR12' -6 1/8"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"UPPER FLOOR PLATE HEIGHT8' - 1 1/8"VINYL BOARD& BATTEN TYP.CULTURED STONEW/ CONCRETE CAPALUMINUM SOFFIT& FASCIA TYP.3' - 6"SEE COLUMN DETAILSHEET A-5016" SMARTSIDE FRIEZE BOARD VINYL SIDING TYP. @ FRONT4" SMARTSIDE TRIM@ WINDOWS & DOORS TYP. @ FRONT6" BUMPED OUT LOUVER W/ CORBELS 6" SMARTSIDE STORYBOARDADDRESS STONE6" SMARTSIDE CORNERS TYP.@ FRONT 6" / 12"8" 12"8" 12"GARAGE PLATE HEIGHT 10' - 9 3/8"7" / 12"1' - 3"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:8/16/2021 4:33:03 PMTHE FULSAAS RESIDENCEL6, B2 - PHEASANT RUN 5TH ADD'N17861 ELDER AVENUELAKEVILLE, MN 55044A-201OTT2234.28.21 CB157713009926.2.21 CB7.27.21 CB8.10.21 CB8.11.21 CB4.19.21 CB8'-1 1/8"9'-1 1/8"8'-4"3869THE SAVANNA1/4" = 1'-0"A-2011FRONT ELEVATIONSHEET INDEXSHEET NUMBER SHEET NAMEA-201 ELEVATIONA-202 ELEVATIONSA-401 FOUNDATION PLANA-402 LOWER FLOORA-403 MAIN FLOORA-404 UPPER FLOORA-501 WINDOW SCHEDULE/ DETAILSA-502 DETAILSA-503 DETAILSConcept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode09/07/2021dmathews
24" RETURN TYP.8" / 12"8" / 12"8" / 12"6" 12"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING &CORNERS TYP.6" / 12"4:128" 12"8" 12"24" RETURN TYP.8" / 12"8" / 12"8" / 12"4" / 12"4" 12"6" 12"6" 12"STANDARD ENERGY HEELS @ 8:1218" OVERHANGS & 12" RAKES TYP.7 ROOF VENT REQUIRED STANDARD ENERGY HEELS @ 4:12 W/ 6:12 & 8:12 FASCIA LINES TO MATCH3 ROOF VENTS REQUIRED 1 ROOF VENT REQUIRED 8" / 12"8" / 12"4" / 12"4" / 12"6" / 12"8" / 12"8" / 12"8" / 12"1 ROOF VENT REQUIRED 8" / 12"8" / 12"12' - 6"12' - 6"6" / 12"7" / 12"6" / 12"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:8/16/2021 4:33:05 PMTHE FULSAAS RESIDENCEL6, B2 - PHEASANT RUN 5TH ADD'N17861 ELDER AVENUELAKEVILLE, MN 55044A-202OTT2234.28.21 CB157713009926.2.21 CB7.27.21 CB8.10.21 CB8.11.21 CB4.19.21 CB8'-1 1/8"9'-1 1/8"8'-4"3869THE SAVANNA1/8" = 1'-0"A-2021LEFT ELEVATION1/8" = 1'-0"A-2022REAR ELEVATION1/8" = 1'-0"A-2023RIGHT ELEVATION1/8" = 1'-0"A-2024ROOF PLANSecure door closed until deck isconstructed with a separate permit.
9' - 10"18' - 6"34' - 6"0' - 2"2' - 10 1/2"8' - 3" M.O.4' - 3"16' - 3" M.O.2' - 10 1/2"3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.7'-8"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4"*ALL DIMENSIONS ARETO EXTERIOR OFCONCRETE, NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLAB:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.53' - 0"27' - 8"6' - 0"22' - 4"21' - 6"6' - 0"17' - 0"15' - 0"15' - 0"47' - 0"6' - 0"10' - 6"5' - 10"2' - 0"30' - 2"6' - 0"16' - 4"38' - 2"54' - 6"0' - 4"27' - 0"27' - 6"42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAYANCHOR BOLTS TO EACH SIDE OF BEARING POINTANCHOR BOLTS TO EACH SIDE OF BEARING POINTANCHOR BOLTS TO EACH SIDE OF BEARING POINT6' - 10"12' - 6"54' - 6"15' - 0 1/4"4' - 2 3/4"4' - 2 3/4"8' - 8 1/4"8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.12' - 3 1/4"13' - 10 3/4"9' - 1 1/4"10' - 2 3/4"53' - 0"30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY7' - 2 3/4"20' - 11 3/4"5' - 9 1/2"7' - 8 1/2"5' - 3 1/2"11' - 6"10' - 10"42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY, BOTH SIDES.7' - 4 3/4"20' - 3 1/4"19' - 4"FLOOR DRAIN42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAYSLEEVE FOR GARAGE DRAINSTEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.3' - 0"LEAVE A 12" GAP IN THE FOOTING FOR PLUMBING 30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY3' - 0 1/4"13' - 11 3/4":WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.7' - 2 3/4"7' - 9 1/4":WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.36" x 36" x 12" CONCRETE FTG.W/ (3) #5 REBAR EACH WAYSTEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY9' - 9"8' - 0"0' - 9"2' - 0"FOUNDATION UNDER POINT LOADS FOR PORCH POST TYPICAL21' - 6 3/4"12' - 11 1/4"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:8/16/2021 4:33:05 PMTHE FULSAAS RESIDENCEL6, B2 - PHEASANT RUN 5TH ADD'N17861 ELDER AVENUELAKEVILLE, MN 55044A-401OTT2234.28.21 CB157713009926.2.21 CB7.27.21 CB8.10.21 CB8.11.21 CB4.19.21 CB8'-1 1/8"9'-1 1/8"8'-4"3869THE SAVANNA1/4" = 1'-0"A-4011FOUNDATION PLANUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.
UP 16RUNEXCAVATEDMECHANICAL/ STORAGE9' - 10"16' - 4"0' - 2"18' - 6"34' - 6"6' - 0"30' - 2"2' - 0"5' - 10"10' - 6"10' - 11"19' - 3"6' - 11"4' - 0"4' - 0"15' - 3"UNEXCAVATED15' - 0"15' - 0"17' - 0"54' - 6"54' - 6"SET ON 3X SILL2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.9' - 0"8' - 0"7' - 6"7' - 6"10' - 6"4' - 6"0' - 4"*ALL DIMENSIONS ARE TOEXTERIOR OF CONCRETE ORSHEATHING, NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLAB47' - 0"6' - 0"0' - 4"53' - 0"39' - 9 1/4"7' - 2 3/4"BEDROOM #5FAMILY ROOMSUMPFLOOR GIRDERR & SH.BATHFURNACEAIR EX.6' - 0"5' - 10"35' - 2"KNEE WALL W/ 14" PAINTED SPINDLES 38' - 2"16' - 4"53' - 0"22' - 4"21' - 6"6' - 0"27' - 0"27' - 6"19' - 4"CO DET.SMOKEDET.2-14" LVL FLUSH2-2x102-11 7/8" LVL W/3 TRIMMERS4-2x64-2x65x5 PSL2-2x10 FLUSHANCHOR BOLTS TO EACH SIDE OF BEARING POINTANCHOR BOLTS TO EACH SIDE OF BEARING POINTANCHOR BOLTS TO EACH SIDE OF BEARING POINTANCHOR BOLTS TO EACH SIDE OF BEARING POINT2' - 10 1/2"16' - 3" M.O.4' - 3"8' - 3" M.O.2' - 10 1/2"SMOKEDET.W. H.2-2x10F. D.2-2x107' - 6"2' - 6"9' - 4"CS-WSP4' - 0" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP4' - 0" B.W.P.2-2x108' - 5"2' - 6"11' - 5"52/8 x 6/8R.O. 2' -10" x 6' -11"116/0 x 6/8 SLIDERR.O. 6' -0" x 6' -8"18" FLOOR TRUSSESPER MFG. SPACINGCS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTES6' - 10"12' - 6"27' - 8"4-TRIMMERS 19'-6" OF WALL BRACINGREQUIRED. BRACE TO FOUNDATION OR UNTILMINIMUM IS MET.19'-6" OF WALL BRACINGREQUIRED. BRACE TO FOUNDATION OR UNTILMINIMUM IS MET.134836 PIC TEMP.R.O. 4' -0" x 3' -0"H.H. 11' -5"236-42-3660 SH-PIC-SHR.O. 9' -6" x 5' -0"H.H. 6' -10"156048 SLR.O. 5' -0" x 4' -0"H.H. 6' -10"FLOOR DRAINSLEEVE FOR GARAGE DRAINSTEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.18' - 0 3/4"12/4 x 6/8R.O. 2' -6" x 6' -11"9EQEQ6' - 0"2' - 0"SET FIREPLACE @FINISHED FLOOR 2' - 5 1/4"48" F.G. SHWR5'-6" VANITY2x6.4' - 2"7' - 10"3' - 0"36" GAS F.P.2-9 1/2" LSL 18" FLOOR TRUSSESPER MFG. SPACINGSTEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.2' - 0"2' - 0"9' - 9"8' - 0"0' - 9"34' - 0" (BRACED WALL LINE SPACING)3' - 10"47' - 0" (BRACED WALL LINE SPACING)34' - 0" (BRACED WALL LINE SPACING)THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:8/16/2021 4:33:06 PMTHE FULSAAS RESIDENCEL6, B2 - PHEASANT RUN 5TH ADD'N17861 ELDER AVENUELAKEVILLE, MN 55044A-402OTT2234.28.21 CB157713009926.2.21 CB7.27.21 CB8.10.21 CB8.11.21 CB4.19.21 CB8'-1 1/8"9'-1 1/8"8'-4"3869THE SAVANNA1/4" = 1'-0"A-4021LOWER FLOOR PLANFAN
DN 16RUP 17RDN 3RDN 3R38' - 0"16' - 6"47' - 0"6' - 0"36" REFSINKDWPORCH3' - 0"16' - 0"4' - 6"8' - 0"3' - 0"4" CONCRETE SLAB, SLOPETOWARDS DRAIN5/8" TYPE X GYP. BD. ALL COMMONWALLS & CEILING IF FLOOR ABOVEGARAGE PLATE HEIGHT TOMATCH MAIN FLOOR UNLESS NOTED OTHERWISE17' - 0"15' - 0"15' - 0"GARAGE28' - 0"6' - 0"4' - 0"4' - 6"7' - 8"5' - 0"27' - 0"27' - 6"FOYERGREAT ROOMDINING10' - 0"RAILING KNEE WALL W/14" PAINTED SPINDELS 15' - 3"4' - 0"4' - 0"6' - 9"6' - 0"5' - 10"0' - 10"34' - 4"SEE COLUMN DETAILSHEET A-501ATTICACCESS6' - 0"21' - 6"18' - 6"34' - 6"6' - 0"32' - 0"6' - 0"10' - 6"5' - 3"1' - 9"6' - 9"5' - 3"7' - 4 1/4"2' - 6"9' - 1 3/4"4' - 11"3' - 10"17' - 6"10' - 6"DBLOVEN5' - 6"1' - 3"3' - 9"4' - 9"6' - 9"3' - 10"3' - 10"7' - 0"16" SH.12" SH.PANTRYCLOSETFLEX ROOM9' - 0"4' - 7"36" GASCOOKTOPW/ WOOD HOOD ABOVE10" FLUSH S.B.2' - 10"13' - 2"6' - 0"9' - 0"8' - 0"7' - 6"7' - 6"2' - 2"8' - 4"4' - 6"1' - 2 3/4"4' - 9 1/4"2' - 0"10' - 9"6' - 9 1/4"9' - 8"2' - 9 3/4"2' - 6"3' - 6"0' - 9"9' - 0"8' - 0"0' - 9"FLOOR GIRDER22' - 0"KITCHENPOWDERR & SH.3-2x6 TRIMMERS3-2x6 TRIMMERS4-TRIMMERS 3-11 7/8" LSLFLUSHCONTINUOUS5x5 PSLGIRDER TRUSS5x5 PSL 2-11 7/8" LSL2-14" LVL 2-9 1/2" LSL FLUSH CONT. 2-2x102-2x102-2x122-2x103-2x102-2x10 FLUSH2-2x10FLUSH2-11 7/8" LSLFLUSHCS-WSP8' - 9" B.W.P.CS-WSP6' - 8" B.W.P.PORTAL FRAME W/ HOLD-DOWNS PORTAL FRAME W/ HOLD-DOWNS R-38 INSULATION INFLOOR ABOVE SMOKEDET.2-2x103-2x65x5 PSL2-2x106'-10" ABOVE LANDINGRECYCLE7' - 2"2' - 6"9' - 4"MUD RM.12' - 0"7' - 0"2-14" LVL FLUSH53' - 0"R & SH.12' - 6"11' - 4"END PANEL39"x73" FRIG RECESS53' - 0"19' - 0"2-9 1/2" LSL R & SH.2' - 8" B.W.P.STAGGERED UPPERS20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACING62/8 x 6/8 FIRE RATEDR.O. 2' -10" x 6' -10 1/4"12/4 x 6/8R.O. 2' -6" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"72/8 x 6/8 FULL VIEWR.O. 2' -10" x 6' -11"3/0 x 6/8 W/ 12"D.S. SL'S1612/4 x 6/8R.O. 2' -6" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"82/8 x 6/8 OPG.1416' x 8' O.H. GARAGE DOORMFG. ROOF TRUSSES@ 24" O.C.2-2x10 W/2 TRIMMERS 3-9 1/2" LSL FLUSH MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.2-9 1/2" LVL2 TRIMMERS EA. SIDE 2' - 9"3' - 3"3-2x10CS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTES2-2x10ROUGH-IN GARAGE HEATER MICRO IN UPPERU.C. REF336-42-3672 SH-PIC-SHR.O. 9' -6" x 6' -0"H.H. 8' -0"103672 SHR.O. 3' -0" x 6' -0"H.H. 8' -0"103672 SHR.O. 3' -0" x 6' -0"H.H. 8' -0"113672-2W SHR.O. 6' -0" x 6' -0"H.H. 8' -0"113672-2W SHR.O. 6' -0" x 6' -0"H.H. 8' -0"73618 AWN FIXEDR.O. 3' -0" x 1' -6"H.H. 6' -10"63048 SHR.O. 2' -6" x 4' -0"H.H. 6' -10"144848 PIC TEMPR.O. 4' -0" x 4' -0"H.H. 12' -6 3/4"83618 PICR.O. 3' -0" x 1' -6"H.H. 8' -0"83618 PICR.O. 3' -0" x 1' -6"H.H. 8' -0"ABOVE MAIN FLOOR54' - 6"54' - 6"FLOOR DRAIN132/8 x 6/8 FULL VIEWWALL ABOVE BEARING ON FLOOR TRUSSES 336-42-3672 SH-PIC-SHR.O. 9' -6" x 6' -0"H.H. 8' -0"PED. SINK158' x 8' O.H. GARAGE DOORROUGH-IN HOT & CLOD PLUMBING 3' - 0"HUCQ610-SDSGIRDER TRUSS3-2x62-2x10LUS28-23-2x105' - 6"1' - 0"6' - 8"METHOD ABW25' - 0" (BRACED WALL LINE SPACING)26' - 6" (BRACED WALL LINE SPACING)18' - 6" (BRACED WALL LINE SPACING)31' - 6" (BRACED WALL LINE SPACING)33' - 0" (BRACED WALL LINE SPACING)18' - 6" (BRACED WALL LINE SPACING)50' - 0" (BRACED WALL LINE SPACING)CS-WSP4' - 0" B.W.P.CS-WSP3' - 0" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP8' - 0" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP8' - 0" B.W.P.CS-WSP8' - 0" B.W.P.METHOD G.B.16' - 0"DBL. FRAMED WALLFOR REFG. RECESSMETHOD G.B.14' - 0"CS-WSP4' - 0" B.W.P.CS-PF4' - 0" B.W.P.CS-PF2' - 6" B.W.P.MECH CHASE1/4" = 1'-0"A-4031MAIN FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:8/16/2021 4:33:07 PMTHE FULSAAS RESIDENCEL6, B2 - PHEASANT RUN 5TH ADD'N17861 ELDER AVENUELAKEVILLE, MN 55044A-403OTT2234.28.21 CB157713009926.2.21 CB7.27.21 CB8.10.21 CB8.11.21 CB4.19.21 CB8'-1 1/8"9'-1 1/8"8'-4"3869THE SAVANNABWPsAboveBWPsAboveVerify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.
DN 17R17' - 0"15' - 0"8' - 0"38' - 0"6' - 0"6' - 0"5' - 10"28' - 2"CO DET.SMOKEDET.SMOKEDET.SMOKEDET.SMOKEDET.37' - 0"6' - 0"7'-6" VANITYOWNER'SSUITE3'-3" VANITYBEDROOM #2J&J BATHHALLBEDROOM #312' - 0"6' - 0"5' - 0"6' - 0 1/2"1' - 6"7' - 5 1/2"32/6 x 6/8R.O. 2' -8" x 6' -11"13' - 9"4' - 0"4' - 0"15' - 3"19' - 0"7' - 0"14' - 0"22/4 x 6/8 PKTR.O. 4' -10" x 6' -11"6' - 6"9' - 3"2' - 4"4' - 9"5' - 4"12/4 x 6/8R.O. 2' -6" x 6' -11"6' - 0"11' - 0"7' - 6"7' - 6"17' - 9"19' - 3"9' - 6"9' - 6"2' - 2"4' - 10"7' - 9"3' - 0"3' - 3"11' - 11 3/4"16' - 1"9' - 11 1/4"14' - 6"1' - 6"8' - 7"6' - 4"3' - 9"5' - 4"2-2x102-2x102-2x6 EA. SIDEKNEE WALLW/ 14" PAINTED SPINDLES MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.ATTICACCESS10'-10" ABOVE LANDINGR & SH.40' - 0"15' - 9"1' - 5 3/4"8' - 0"4' - 2"12/4 x 6/8R.O. 2' -6" x 6' -11"OWNER'SBATHLAUNDRYMFG. ROOF TRUSSES@ 24" O.C.BOX VAULT 105/0 x 6/8R.O. 5' -2" x 6' -11"R & SH.12' - 7"2' - 8"32/6 x 6/8R.O. 2' -8" x 6' -11"TYP.2' - 0"R & SH.42" WALL W/GLASS PANELABOVE CONTROLSHOWER HEADTILESHOWER42/6 x 6/8 PKTR.O. 5' -2" x 6' -11"R & SH.OWNER'SCLOSETBEDROOM #440' - 0"2-2x102x6CS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTES43' - 0"44' - 0"7' - 1 3/4"6' - 7 3/4"4' - 0 "SINKWASHER W/PANIC PANDRYER52424-2 FIXEDR.O. 4' -0" x 2' -0"H.H. 5' -8 7/8"156048 SLR.O. 5' -0" x 4' -0"H.H. 6' -10"124-48-2460 SLR.O. 8' -0" x 5' -0"H.H. 6' -10"124824 AWN FIXED TEMP.R.O. 4' -0" x 2' -0"H.H. 6' -10"93642 CSMT ER.O. 3' -0" x 3' -6"H.H. 6' -10"42424 AWNR.O. 2' -0" x 2' -0"H.H. 6' -10"124-48-2460 SLR.O. 8' -0" x 5' -0"H.H. 6' -10"ABOVE UPPER FLOORSHELVES3' x 5' TUB W/ 4" TILEDECK5' TUB/SHWR1'-6" LINEN3'-3" VANITY12/4 x 6/8R.O. 2' -6" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"3' - 10 1/4"4' - 6"1' - 0"32/6 x 6/8R.O. 2' -8" x 6' -11"2' - 0"3' x 4' F.G.SHWR9' - 9"12/4 x 6/8R.O. 2' -6" x 6' -11"3' VANITY10' - 0"1' - 6"4' - 0"3' - 8"52/8 x 6/8R.O. 2' -10" x 6' -11"52/8 x 6/8R.O. 2' -10" x 6' -11"22/4 x 6/8 PKTR.O. 4' -10" x 6' -11"36" LINEN122/8 SHWR DR.2x62x642424 AWNR.O. 2' -0" x 2' -0"H.H. 6' -10"7' - 8 1/2"13' - 7 3/4"CLOSETCLOSETSMOKEDET.42424 AWNR.O. 2' -0" x 2' -0"H.H. 6' -10"BATH2-2x102-2x10 W/ 2 TRIMMERS 2-2x102-2x10CS-WSP2' - 8" B.W.P.39' - 0" (BRACED WALL LINE SPACING)40' - 0" (BRACED WALL LINE SPACING)40' - 0" (BRACED WALL LINE SPACING)39' - 0" (BRACED WALL LINE SPACING)CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:8/16/2021 4:33:09 PMTHE FULSAAS RESIDENCEL6, B2 - PHEASANT RUN 5TH ADD'N17861 ELDER AVENUELAKEVILLE, MN 55044A-404OTT2234.28.21 CB157713009926.2.21 CB7.27.21 CB8.10.21 CB8.11.21 CB4.19.21 CB8'-1 1/8"9'-1 1/8"8'-4"3869THE SAVANNA1/4" = 1'-0"A-4041UPPER FLOOR PLANFANFANFANFAN-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).
ALL DUCT WORK & PLUMBING TO REMAIN ABOVE INSULATIONTYVEK OR EQUALHOUSE WRAP5/8" TYPE 'X'GYP. BD., TAPE &MUD ALL SEAMS1" RIGID INSULATION3/4" T&G SUBFLOORR-30 MIN.BLOWN INSULATIONFLOOR TRUSS1' - 6"1' - 6"2x4 @ BOTTOM1x3 TYP.2x22x4 @ TOPSMOOTH LPSMARTSIDE TYP.SOFFIT1' - 9 1/2"1' - 8 1/2"FRONTSIDETOP VIEW1' - 6"1' - 6"FRAMING4x4 POSTWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALER6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETRT'D 2x8 SILL PLATEW/ CLOSED CELL ROLLSILL SEALERGRADEGRANULAR FILL4" DRAIN TILEW/ SILT SOCK1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHEN REQUIRED BY CODE)POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOORLOWER PLATE HEIGHT8' - 2"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.VERIFY FLOOR SYSTEMWITH FLOOR PLANSUPPER FLOOR PLATE HEIGHT8' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.3/4" T&GSUBFLOOR6 MIL. V.B.2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.1/2" OSBSHEATHINGTYVEK (OR EQUAL)ROLL HOUSE WRAPSIDING, VERIFYW/ ELEVATIONS5/8" GYP. BD.5/8" GYP. BD.VENTED ALUMINUMSOFFIT PANELSICE & WATER GUARDFROM EAVE TO 2'-0"MIN. OVER STRUCTUREVENT CHUTES & WIND WASH@ EACH TRUSS SPACEASPHALT SHINGLES W/15# ROLL FELT UNDER1/2" OSB ROOF SHEATHINGMFG. ROOFTRUSSES @ 24" O.C.ATTIC VENTINGAS PER CODER-49 MIN. BLOWNATTIC INSULATIONALUMINUM FASCIA W/2x6 SUB FASCIAALUMINUMDRIP EDGERIM JOISTRIM JOISTR-20 MIN. SPRAYFOAM INSULATION,COVER FOUNDATION WALLGMX THERMAL DRAINAGE BOARD(R-10) INSULATIONDRYVIT INSULATIONPROTECTION FROM SIDINGTO 6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITH OUTSIDE OF SHEATINGR-20 MIN. SPRAYFOAM INSULATIONTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:8/16/2021 4:33:09 PMTHE FULSAAS RESIDENCEL6, B2 - PHEASANT RUN 5TH ADD'N17861 ELDER AVENUELAKEVILLE, MN 55044A-501OTT2234.28.21 CB157713009926.2.21 CB7.27.21 CB8.10.21 CB8.11.21 CB4.19.21 CB8'-1 1/8"9'-1 1/8"8'-4"3869THE SAVANNAWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 WINDSOR NEXT DIMENSION 2 24-48-2460 SL 8' - 0" 5' - 0" 6' - 10"2 WINDSOR NEXT DIMENSION 1 36-42-3660 SH-PIC-SH 9' - 6" 5' - 0" 6' - 10"3 WINDSOR NEXT DIMENSION 2 36-42-3672 SH-PIC-SH 9' - 6" 6' - 0" 8' - 0"4 WINDSOR NEXT DIMENSION 3 2424 AWN 2' - 0" 2' - 0" 6' - 10"5 WINDSOR NEXT DIMENSION 1 2424-2 FIXED 4' - 0" 2' - 0" 5' - 8 7/8"6 WINDSOR NEXT DIMENSION 1 3048 SH 2' - 6" 4' - 0" 6' - 10"7 WINDSOR NEXT DIMENSION 1 3618 AWN FIXED 3' - 0" 1' - 6"6' - 10"8 WINDSOR NEXT DIMENSION 2 3618 PIC 3' - 0" 1' - 6" 8' - 0"9 WINDSOR NEXT DIMENSION 1 3642 CSMT E 3' - 0" 3' - 6" 6' - 10"10 WINDSOR NEXT DIMENSION 2 3672 SH 3' - 0" 6' - 0" 8' - 0"11 WINDSOR NEXT DIMENSION 2 3672-2W SH 6' - 0" 6' - 0" 8' - 0"12 WINDSOR NEXT DIMENSION 1 4824 AWN FIXED TEMP. 4' - 0"2' - 0" 6' - 10"13 WINDSOR NEXT DIMENSION 1 4836 PIC TEMP. 4' - 0" 3' - 0" 11' - 5"14 WINDSOR NEXT DIMENSION 1 4848 PIC TEMP 4' - 0" 4' - 0"12' - 6 3/4"15 WINDSOR NEXT DIMENSION 2 6048 SL 5' - 0" 4' - 0" 6' - 10"ROOM FINISH SCHEDULEFLOOR NAME FLOOR FINISH AREA CEILING HEIGHT COMMENTSLOWER FLOOR MECHANICAL / STORAGE UNFINISHED 194 SF 8' - 2" UNFINISHEDLOWER FLOOR BEDROOM #5 CARPET 156 SF 8' - 2" FUTURELOWER FLOOR FAMILY ROOM CARPET 677 SF 8' - 2" .LOWER FLOOR BATH VINYL 61 SF 8' - 2" .MAIN FLOOR PORCH CONCRETE 104 SF 9' - 1 1/8" .MAIN FLOOR GARAGE UNFINISHED 871 SF 10' - 9 3/8"MAIN FLOOR FOYER LAMINATE 84 SF 9' - 1 1/8" .MAIN FLOOR GREAT ROOM CARPET 285 SF 9' - 1 1/8" .MAIN FLOOR DINING LAMINATE 159 SF 9' - 1 1/8" .MAIN FLOOR PANTRY VINYL 24 SF 9' - 1 1/8" .MAIN FLOOR CLOSET VINYL 29 SF 9' - 1 1/8" .MAIN FLOOR FLEX ROOM CARPET 110 SF 9' - 1 1/8" .MAIN FLOOR KITCHEN LAMINATE 268 SF 9' - 1 1/8" .MAIN FLOOR POWDER LAMINATE 39 SF 9' - 1 1/8" .MAIN FLOOR MUD RM. VINYL 63 SF 9' - 1 1/8" .MAIN FLOOR STAIRS CARPET 94 SF 9' - 1 1/8"UPPER FLOOR OWNER'S SUITE CARPET 244 SF 8' - 1 1/8" BOX VAULTUPPER FLOOR BEDROOM #2 CARPET 170 SF 8' - 1 1/8" .UPPER FLOOR J&J BATH VINYL 93 SF 8' - 1 1/8" .UPPER FLOOR HALL CARPET 106 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #3 CARPET 171 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S BATH TILE 115 SF 8' - 1 1/8"UPPER FLOOR LAUNDRY VINYL 63 SF 8' - 1 1/8"UPPER FLOOR OWNER'S CLOSET CARPET 58 SF 8' - 1 1/8"UPPER FLOOR BEDROOM #4 CARPET 190 SF 8' - 1 1/8"UPPER FLOOR STAIRS CARPET 91 SF 8' - 1 1/8"UPPER FLOOR CLOSET CARPET 23 SF 8' - 1 1/8"UPPER FLOOR CLOSET CARPET 27 SF 8' - 1 1/8"UPPER FLOOR BATH45 SF 8' - 1 1/8"DOOR SCHEDULETYPE MARK DOOR SIZES ROUGH WIDTH ROUGH HEIGHT COUNT COMMENTS1 2/4 x 6/8 2' - 6" 6' - 11" 122 2/4 x 6/8 PKT 4' - 10" 6' - 11" 23 2/6 x 6/8 2' - 8" 6' - 11" 34 2/6 x 6/8 PKT 5' - 2" 6' - 11" 15 2/8 x 6/8 2' - 10" 6' - 11" 36 2/8 x 6/8 FIRE RATED 2' - 10" 6' - 10 1/4" 17 2/8 x 6/8 FULL VIEW 2' - 10" 6' - 11" 18 2/8 x 6/8 OPG.19 4/0 x 6/8 4' - 2" 6' - 11" 110 5/0 x 6/8 5' - 2" 6' - 11" 111 6/0 x 6/8 SLIDER 6' - 0" 6' - 8" 112 2/8 SHWR DR.113 2/8 x 6/8 FULL VIEW114 16' x 8' O.H. GARAGE DOOR115 8' x 8' O.H. GARAGE DOOR116 3/0 x 6/8 W/ 12" D.S. SL'S11/2" = 1'-0"A-5019GARAGE CEILING3" MIN. ABS OR PVC GASTIGHTPIPE FROM SUBSLAB TOMIN. 12" ABOVE ROOF, MUSTBE RUN THRU CONDITIONED SPACE.PIPE CAN BE CONNECTED TOSUMP SYSTEM OR HAVE"T" FITTING (MIN. 10'-0" EA. WAY)IN GRAVEL UNDER SLAB.END OF PIPE MUST BE MIN. 10'-0"AWAY FROM ANY WINDOW OROTHER OPENING THAT IS LESSTHAN 2'-0" BELOW END OF PIPE. END OF PIPE MUST ALSO BEMIN. 10'-0" AWAY FROM ANYWINDOW OR OTHER OPENING INADJOINING OR ADJACENTBUILDINGS.SUFFICIENT SPACE MUST BELEFT AROUND PIPE IN ATTIC SPACETO ADD FAN. SPACE MUST BEMIN. ∅24" CENTERED ON AXIS OFPIPE W/ MIN. 3'-0" VERTICAL SPACE.A SINGLE PIPE CAN BE USED IF ALLSOIL GASES IN DWELLING CANFLOW FREELY BETWEEN ALL LEVELSOF FOUNDATION. THIS INCLUDESINTERIOR FOOTINGS & OTHERBARRIERS IF AIRFLOW HASBEEN ESTABLISHED.LABEL THE VENT PIPE AT LEASTONCE PER FLOOR AND INACCESSIBLE ATTICS WITH"RADON REDUCTION SYSTEM".ONE ELECTRICAL RECEPTACLE ISREQUIRED IN THE ATTIC NEARTHE VENT PIPE FOR OPT. FAN.:PASSIVE RADON SYSTEM:1/2" = 1'-0"A-5012TYP. COLUMN3/8" = 1'-0"A-5011TYP. WALL SECTION
WATER PROOF COATINGFROM FOOTING TOINSIDE OF WALL6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEMIN.0' - 6"GRANULAR FILL4" DRAIN TILEW/ SILT SOCK:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTS1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESINSULATION & SEALANT TOBE CONT. OVER WALL2" FOAMBOARD(R-10) INSULATIONINSULATION PROTECTIONFROM SIDING TO6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITHOUTSIDE OF SHEATHINGFASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP.MIN. 3/8" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).MIN. 1000 LB HOLD-DOWNDEVICE (EMBEDDED INTOCONCRETE & NAILEDINTO FRAMING)FRONT ELEVATIONMIN. FOOTING SIZE UNDER OPENING IS12" X 12". A TURNED DOWN SLAB SHALLBE PERMITTED AT DOOR OPENINGS.MIN. (1) 5/8" DIA. ANCHOR BOLDINSTALLED PER R403.1.6 W/2" X 2" X 3/16" PLATE WASHER.MIN. REINFORCING OF FOUNDATION,ONE #4 BAR TOP & BOTTOM OFFOOTING. LAP BARS 15" MINIMUM.MIN. (2) 4200 LB STRAP-TYPE HOLD-DOWNS (EMBEDDED INTO CONCRETEAND NAILED INTO FRAMING)MIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 3/8" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INALL FRAMING (STUDS, BLOCKING AND SILLS) TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER PROHIBITED9' - 11 1/4" MAX. HEIGHTHEIGHTPONYWALL12' - 0" MAX TOTAL WALL HEIGHTEXTENT OF HEADER WITH SINGLE PORTALFRAME (ONE BRACED WALL PANEL)2' - 0" TO 18' - 0" FINISHED WIDTH OFOPENING FOR SINGLE OR DOUBLE PORTAL2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.TRT'D SILL PLATEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSSLEEVE EVERY10'-0" MIN.6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODE5000 PSI CONCRETE@ ALL FOOTINGSANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHEN REQUIRED BY CODE)VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION1/2" OSBSHEATHINGRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESTOOP, FLASH AS REQ'DAT HOUSE WALLPOUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERSIDING, VERIFYW/ ELEVATIONSTYVEK (OR EQUAL) ROLL HOUSE WRAP0' - 2"FROM SHEATHING TOOUTSIDE OF FOUNDATIONANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHEN REQUIRED BY CODE)3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION5/8" TYPE 'X' GYP BOARD,TAPE & MUD ALL SEAMSRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESLAB, FLASH AS REQ'DAT HOUSE WALL0' - 4"POUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERVERIFY FLOOR SYSTEMWITH FLOOR PLANS6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEGRANULAR FILL:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"5000 PSI CONCRETE@ ALL FOOTINGS2" FOAMBOARD(R-10) INSULATION4" DRAIN TILEW/ SILT SOCKWATER PROOF COATING FROM FOOTING TOSILL SEALERTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:8/16/2021 4:33:10 PMTHE FULSAAS RESIDENCEL6, B2 - PHEASANT RUN 5TH ADD'N17861 ELDER AVENUELAKEVILLE, MN 55044A-502OTT2234.28.21 CB157713009926.2.21 CB7.27.21 CB8.10.21 CB8.11.21 CB4.19.21 CB8'-1 1/8"9'-1 1/8"8'-4"3869THE SAVANNA1/2" = 1'-0"A-5022TYP. LOOKOUT SECTION3/8" = 1'-0"A-5025METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS1/2" = 1'-0"A-5026BEARING WALL SECTION1/2" = 1'-0"A-5021TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5023TYP. HOUSE/GARAGE WALL1/2" = 1'-0"A-5024TYP. POURED WALKOUT SECTION
BRACED WALL PANEL HEIGHTFOR PANEL SPLICE (IF NEEDED)ADJOINING PANEL EDGESSHALL MEET OVER AND BEFASTENED TO COMMON FRAMING8d COMMON OR GALV. BOXNAILS @ 6" O.C. AT PANELEDGES FOR SINGLE STORY AND AT4" O.C. PANEL EDGES FOR THEFIRST OF 2 STORIES8d COMMON OR GALV. BOX NAILS@ 12" O.C. AT INTERIOR SUPPORTSMIN. REINFORCING OF FOUNDATION,ONE #4 BAR TOP & BOTTOM. LAPBARS 15" MINIMUMPANEL MUST BE ATTACHED TOCONCRETE FOOTING OR CONCRETEFOUNDATION WALL CONTINUOUSOVER BRACED WALL LINETABLE R602.10.5PANEL LENGTH PERMIN. 3/8" (10mm) WOOD STRUCTURALPANEL SHEATHING ON ONE FACEMINIMUM 2x4 FRAMING, MINIMUMDOUBLE STUDS REQUIREDSTUDS UNDER HEADER ASREQUIRED IN IRC TABLE R502.5(1)(2) HOLD-DOWN OR (2) STRAP-TYPEANCHORS PER TABLE R602.10.6.1.(ONE OF EACH SHOWN FOR CLARITY.)STRAP-TYPE ANCHORS SHALL BEPERMITTED TO BE ATTACHED OVERTHE WOOD STRUCTURAL PANEL(2) 1/2" DIAMETER ANCHOR BOLTSLOCATED BETWEEN 6 AND 12 INCHESOF EACH END OF THE SEGMENTMINIMUM FOOTING SIZE UNDER OPENINGIS 12" x 12". A TURNED-DOWN SLAB SHALLBE PERMITTED AT DOOR OPENINGS.FRONT ELEVATIONFASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP. FASTENKING STUD TO HEADERW/ 6-16d SINKERS.MIN. 7/16" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).FRONT ELEVATIONMIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 7/16" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INFRAMING (STUDS AND SILLS) AS SHOWN TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER PROHIBITED10' - 0" MAX. HEIGHTHEIGHTPONYWALL12' - 0" MAX TOTAL WALL HEIGHTEXTENT OF HEADER WITH SINGLE PORTALFRAME (ONE BRACED WALL PANEL)2' - 0" TO 18' - 0" FINISHED WIDTH OFOPENING FOR SINGLE OR DOUBLE PORTALEXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS)BRACED WALL LINECONTINUOUSLYSHEATHED WITH WOODSTRUCTURAL PANELS.OVERLAP0' - 9 1/4" MIN.WOOD STRUCTURAL PANEL SHEATHINGCONTINUOUS OVER BAND OR RIM JOISTNAIL SOLE PLATE TO JOISTPER TABLE R602.3(1)WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOISTATTACH SHEATHING TOBAND OR RIM JOIST WITH8d COMMON NAILS @3" O.C. TOP @ BOTTOMTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:8/16/2021 4:33:10 PMTHE FULSAAS RESIDENCEL6, B2 - PHEASANT RUN 5TH ADD'N17861 ELDER AVENUELAKEVILLE, MN 55044A-503OTT2234.28.21 CB157713009926.2.21 CB7.27.21 CB8.10.21 CB8.11.21 CB4.19.21 CB8'-1 1/8"9'-1 1/8"8'-4"3869THE SAVANNA3/8" = 1'-0"A-5031METHOD ABW - ALTERNATE BRACED WALL PANELS3/8" = 1'-0"A-5032METHOD CS-PF - RAISED WOOD W/ OVERLAP
MAIN FLOOR1' -8 1/4"UPPER PLATE20' -7 1/4"T.O. FOUNDATION0' -0"T.O. FOUNDATION0' -0"MAIN PLATE10' -9 3/8"MAIN PLATE10' -9 3/8"UPPER FLOOR12' -6 1/8"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"UPPER FLOOR PLATE HEIGHT8' - 1 1/8"GARAGE PLATE HEIGHT10' - 9 3/8"VINYL BOARD& BATTEN TYP.CULTURED STONEW/ CONCRETE CAPALUMINUM SOFFIT& FASCIA TYP.3' - 6"SEE COLUMN DETAILSHEET A-5016" SMARTSIDE FRIEZE BOARD VINYL SIDING TYP. @ FRONT4" SMARTSIDE TRIM@ WINDOWS & DOORS TYP. @ FRONT6" BUMPED OUT LOUVER W/ CORBELS 6" SMARTSIDE STORYBOARDADDRESS STONE0' - 3"6" SMARTSIDE CORNERS TYP.@ FRONT 6" / 12"8" 12"7" / 12"8" 12"1' - 0"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:6/2/2021 1:49:48 PMTHE FULSAAS RESIDENCEL1, B4 - PHEASANT RUN 5TH ADD'N17913 ECLIPSE AVENUELAKEVILLE, MN 55044A-201OTT2234.28.21 CB157713009926.2.21 CB4.19.21 CB8'-1 1/8"9'-1 1/8"8'-4"3869THE SAVANNA1/4" = 1'-0"A-2011FRONT ELEVATIONSHEET INDEXSHEET NUMBER SHEET NAMEA-201 ELEVATIONA-202 ELEVATIONSA-401 FOUNDATION PLANA-402 LOWER FLOORA-403 MAIN FLOORA-404 UPPER FLOORA-501 WINDOW SCHEDULE/ DETAILSA-502 DETAILS
24" RETURN TYP.8" / 12"7" 12"8" / 12"8" / 12"6" 12"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING &CORNERS TYP.6" / 12"4:128" 12"8" 12"24" RETURN TYP.8" / 12"8" / 12"8" / 12"4" / 12"4" 12"6" 12"6" 12"STANDARD ENERGY HEELS @ 8:1218" OVERHANGS & 12" RAKES TYP.7 ROOF VENT REQUIRED STANDARD ENERGY HEELS @ 4:12 W/ 6:12 & 8:12 FASCIA LINES TO MATCH3 ROOF VENTS REQUIRED 1 ROOF VENT REQUIRED 8" / 12"8" / 12"4" / 12"4" / 12"6" / 12"8" / 12"8" / 12"8" / 12"1 ROOF VENT REQUIRED 8" / 12"8" / 12"12' - 6"12' - 6"6" / 12"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:6/2/2021 1:49:50 PMTHE FULSAAS RESIDENCEL1, B4 - PHEASANT RUN 5TH ADD'N17913 ECLIPSE AVENUELAKEVILLE, MN 55044A-202OTT2234.28.21 CB157713009926.2.21 CB4.19.21 CB8'-1 1/8"9'-1 1/8"8'-4"3869THE SAVANNA1/8" = 1'-0"A-2021RIGHT ELEVATION1/8" = 1'-0"A-2022REAR ELEVATION1/8" = 1'-0"A-2023LEFT ELEVATION1/8" = 1'-0"A-2024ROOF PLAN
9' - 10"18' - 6"34' - 6"0' - 2"2' - 10 1/2"8' - 3" M.O.4' - 3"16' - 3" M.O.2' - 10 1/2"3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.7'-8"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4"*ALL DIMENSIONS ARETO EXTERIOR OFCONCRETE, NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLAB:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.53' - 0"27' - 8"6' - 0"22' - 4"21' - 6"6' - 0"17' - 0"15' - 0"15' - 0"47' - 0"6' - 0"10' - 6"5' - 10"2' - 0"30' - 2"6' - 0"16' - 4"38' - 2"54' - 6"0' - 4"27' - 0"27' - 6"42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAYANCHOR BOLTS TO EACH SIDE OF BEARING POINTANCHOR BOLTS TO EACH SIDE OF BEARING POINTANCHOR BOLTS TO EACH SIDE OF BEARING POINT42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY6' - 10"12' - 6"54' - 6"15' - 0 1/4"4' - 2 3/4"4' - 2 3/4"8' - 8 1/4":WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.12' - 3 1/4"13' - 10 3/4"9' - 1 1/4"10' - 2 3/4"53' - 0"30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY7' - 2 3/4"20' - 11 3/4"5' - 9 1/2"7' - 8 1/2"5' - 3 1/2"11' - 6"10' - 10"42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY, BOTH SIDES.7' - 4 3/4"20' - 3 1/4":WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.19' - 4"FLOOR DRAIN42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAYSLEEVE FOR GARAGE DRAINSTEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:6/2/2021 1:49:50 PMTHE FULSAAS RESIDENCEL1, B4 - PHEASANT RUN 5TH ADD'N17913 ECLIPSE AVENUELAKEVILLE, MN 55044A-401OTT2234.28.21 CB157713009926.2.21 CB4.19.21 CB8'-1 1/8"9'-1 1/8"8'-4"3869THE SAVANNA1/4" = 1'-0"A-4011FOUNDATION PLANMove this footingback to stack belowthe posts supportingthe flush beam above
UP 16RUNEXCAVATEDMECHANICAL/ STORAGE9' - 10"16' - 4"0' - 2"18' - 6"34' - 6"6' - 0"30' - 2"2' - 0"5' - 10"10' - 6"10' - 11"19' - 3"6' - 11"4' - 0"4' - 0"15' - 3"UNEXCAVATED15' - 0"15' - 0"17' - 0"54' - 6"54' - 6"SET ON 3X SILL2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.9' - 0"8' - 0"7' - 6"7' - 6"10' - 6"4' - 6"0' - 4"*ALL DIMENSIONS ARE TOEXTERIOR OF CONCRETE ORSHEATHING, NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLAB47' - 0"6' - 0"0' - 4"53' - 0"39' - 9 1/4"7' - 2 3/4"BEDROOM #5FAMILY ROOMSUMPFLOOR GIRDERR & SH.6' - 0"11' - 5"2' - 6"8' - 5"BATHFURNACEAIR EX.6' - 0"5' - 10"35' - 2"KNEE WALL W/ 14" PAINTED SPINDLES 38' - 2"16' - 4"53' - 0"22' - 4"21' - 6"6' - 0"27' - 0"27' - 6"19' - 4"CO DET.SMOKEDET.2-14" LVL FLUSH2-2x102-11 7/8" LVL W/3 TRIMMERS4-2X64-2X65x5 PSL2-2x10 FLUSHANCHOR BOLTS TO EACH SIDE OF BEARING POINTANCHOR BOLTS TO EACH SIDE OF BEARING POINTANCHOR BOLTS TO EACH SIDE OF BEARING POINTANCHOR BOLTS TO EACH SIDE OF BEARING POINT2' - 10 1/2"16' - 3" M.O.4' - 3"8' - 3" M.O.2' - 10 1/2"SMOKEDET.W. H.2-2x10F. D.2-2x105' - 10"6' - 0"7' - 6"2' - 6"9' - 4"B.W.P.4' - 0"B.W.P.3' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.7' - 0"2-2x102' - 6"11' - 5"52/8 x 6/8R.O. 2' -10" x 6' -11"126/0 x 6/8 SLIDERR.O. 6' -0" x 6' -8"18" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG. SPACINGCS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTES6' - 10"12' - 6"27' - 8"4-2x620'-0" OF WALL BRACINGREQUIRED. BRACE TO FOUNDATION OR UNTILMINIMUM IS MET.20'-0" OF WALL BRACINGREQUIRED. BRACE TO FOUNDATION OR UNTILMINIMUM IS MET.134836 PIC TEMP.R.O. 4' -0" x 3' -0"H.H. 11' -5"236-42-3660 SH-PIC-SHR.O. 9' -6" x 5' -0"H.H. 6' -10"156048 SLR.O. 5' -0" x 4' -0"H.H. 6' -10"FLOOR DRAINSLEEVE FOR GARAGE DRAINSTEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.18' - 0 3/4"12/4 x 6/8R.O. 2' -6" x 6' -11"10EQEQ6' - 0"1' - 0"50" LINEAR ELECTRIC FIREPLACESET 18" A.F.F. 2' - 5 1/4"48" F.G. SHWR5'-6" VANITY2x6.4' - 2"7' - 10"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:6/2/2021 1:49:51 PMTHE FULSAAS RESIDENCEL1, B4 - PHEASANT RUN 5TH ADD'N17913 ECLIPSE AVENUELAKEVILLE, MN 55044A-402OTT2234.28.21 CB157713009926.2.21 CB4.19.21 CB8'-1 1/8"9'-1 1/8"8'-4"3869THE SAVANNA1/4" = 1'-0"A-4021LOWER FLOOR PLANHeader Spans:Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ***2-9 1/2" LSL4 TrimmersMove this footingback to stack belowthe posts supportingthe flush beam above
DN 3RDN 3RDN 16RUP 17R38' - 0"16' - 6"47' - 0"6' - 0"36" REFSINKDWPORCH3' - 0"16' - 0"4' - 6"8' - 0"3' - 0"4" CONCRETE SLAB, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. ALL COMMONWALLS & CEILING IF FLOOR ABOVEGARAGE PLATE HEIGHT TOMATCH MAIN FLOOR UNLESS NOTED OTHERWISE17' - 0"15' - 0"15' - 0"GARAGE28' - 0"6' - 0"4' - 0"4' - 6"7' - 8"5' - 0"27' - 0"27' - 6"FOYERGREAT ROOMDINING10' - 0"RAILING KNEE WALL W/14" PAINTED SPINDELS 15' - 3"4' - 0"4' - 0"6' - 9"6' - 0"5' - 10"0' - 10"34' - 4"SEE COLUMN DETAILSHEET A-501ATTICACCESS6' - 0"21' - 6"18' - 6"34' - 6"6' - 0"32' - 0"6' - 0"10' - 6"5' - 3"1' - 9"6' - 9"5' - 3"7' - 4 1/4"2' - 6"9' - 1 3/4"4' - 9"4' - 0"MECH CHASE17' - 6"10' - 6"DBL. FRAMED WALLFOR REFG. RECESSDBLOVEN5' - 6"1' - 3"3' - 9"4' - 9"6' - 9"3' - 10"3' - 10"7' - 0"16" SH.12" SH.PANTRYCLOSETFLEX ROOM9' - 0"4' - 7"36" GASCOOKTOPW/ WOOD HOOD ABOVE10" FLUSH S.B.2' - 10"13' - 2"6' - 0"9' - 0"8' - 0"7' - 6"7' - 6"2' - 2"8' - 4"4' - 6"1' - 0"5' - 0"2' - 0"10' - 9"6' - 9 1/4"9' - 8"2' - 9 3/4"2' - 6"3' - 6"1' - 0"8' - 9"8' - 0"0' - 9"FLOOR GIRDER22' - 0"KITCHENPOWDERR & SH.3-2x6 TRIMMERS3-2x6 TRIMMERS4-2x63-11 7/8" LSLFLUSHCONTINUOUS5x5 PSLGIRDER TRUSSXXXX2-11 7/8" LSL2-11 7/8" LSL3-2x6XXXXX 2-2x102-2x102-2x102-2x103-2x102-2x10FLUSH2-2x10FLUSH2-11 7/8" LSLFLUSHB.W.P.3' - 0"B.W.P.8' - 3"B.W.P.6' - 0"B.W.P.2' - 6"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.3' - 0"B.W.P.8' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.2' - 3"PORTAL FRAME W/ HOLD-DOWNS PORTAL FRAME W/ HOLD-DOWNS B.W.P.5' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"R-38 INSULATION INFLOOR ABOVE SMOKEDET.2-2x103-2x65x5 PSL2-2x106'-10" ABOVE LANDINGRECYCLE7' - 2"2' - 6"9' - 4"MUD RM.12' - 0"7' - 0"2-14" LVL FLUSH53' - 0"R & SH.12' - 6"11' - 4"END PANEL39"x73" FRIG RECESS53' - 0"1' - 9"6' - 0"10' - 9"4' - 0" B.W.P.XXXXXR & SH.B.W.P.3' - 0"STAGGERED UPPERS20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACING62/8 x 6/8 FIRE RATEDR.O. 2' -10" x 6' -10 1/4"12/4 x 6/8R.O. 2' -6" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"72/8 x 6/8 FULL VIEWR.O. 2' -10" x 6' -11"3/0 x 6/8 W/12" D.S. SL'S912/4 x 6/8R.O. 2' -6" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"82/8 x 6/8 OPG.1716' x 8' O.H. GARAGE DOORMFG. ROOF TRUSSES@ 24" O.C.2-2x10 W/2 TRIMMERS XXXXXMFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.2-9 1/2" LVL2 TRIMMERS EA. SIDE B.W.P.4' - 0"2' - 9"3' - 3"3-2x10CS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTES2-2x10ROUGH-IN GARAGE HEATER MICRO IN UPPERU.C. REF336-42-3672 SH-PIC-SHR.O. 9' -6" x 6' -0"H.H. 8' -0"103672 SHR.O. 3' -0" x 6' -0"H.H. 8' -0"103672 SHR.O. 3' -0" x 6' -0"H.H. 8' -0"113672-2W SHR.O. 6' -0" x 6' -0"H.H. 8' -0"113672-2W SHR.O. 6' -0" x 6' -0"H.H. 8' -0"73618 AWN FIXEDR.O. 3' -0" x 1' -6"H.H. 6' -10"63048 SHR.O. 2' -6" x 4' -0"H.H. 6' -10"314848 PIC TEMPR.O. 4' -0" x 4' -0"H.H. 12' -6 3/4"83618 PICR.O. 3' -0" x 1' -6"H.H. 8' -0"83618 PICR.O. 3' -0" x 1' -6"H.H. 8' -0"ABOVE MAIN FLOOR54' - 6"54' - 6"FLOOR DRAIN162/8 x 6/8 FULL VIEWSTRUCTURE ABOVESIZED BY OTHERS BEARING POINT ABOVE WINDOW336-42-3672 SH-PIC-SHR.O. 9' -6" x 6' -0"H.H. 8' -0"PED. SINKB.W.P. TO BEUPDATED WHENPLAN IS FINALIZED188' x 8' O.H. GARAGE DOORROUGH-IN HOT & CLOD PLUMBING 1/4" = 1'-0"A-4031MAIN FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:6/2/2021 1:49:52 PMTHE FULSAAS RESIDENCEL1, B4 - PHEASANT RUN 5TH ADD'N17913 ECLIPSE AVENUELAKEVILLE, MN 55044A-403OTT2234.28.21 CB157713009926.2.21 CB4.19.21 CB8'-1 1/8"9'-1 1/8"8'-4"3869THE SAVANNAHeader Spans:Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ***3-2x102-2x102-9 1/2" LSL4 Trimmers5x5 PSL2-14" LVL3-2x6Girder TrussMove these 3 posts andthe footings below tosupport the flush beam.HUCQ610-SDS3-9 1/2" LSL Flush2-9 1/2" LSL Cont. Flush2- 2x12
DN 17R17' - 0"15' - 0"8' - 0"38' - 0"6' - 0"6' - 0"5' - 10"28' - 2"CO DET.SMOKEDET.SMOKEDET.SMOKEDET.SMOKEDET.37' - 0"6' - 0"7'-6" VANITYOWNER'SSUITE3'-3" VANITYBEDROOM #2J&J BATHHALLBEDROOM #312' - 0"6' - 0"5' - 0"6' - 0 1/2"1' - 6"7' - 5 1/2"32/6 x 6/8R.O. 2' -8" x 6' -11"13' - 9"4' - 0"4' - 0"15' - 3"19' - 0"7' - 0"14' - 0"22/4 x 6/8 PKTR.O. 4' -10" x 6' -11"6' - 6"9' - 3"2' - 4"4' - 9"5' - 4"12/4 x 6/8R.O. 2' -6" x 6' -11"6' - 0"11' - 0"7' - 6"7' - 6"17' - 9"19' - 3"9' - 6"9' - 6"2' - 2"4' - 10"7' - 9"3' - 0"3' - 3"11' - 11 3/4"16' - 1"9' - 11 1/4"14' - 6"1' - 6"8' - 7"6' - 4"3' - 9"5' - 4"2-2x103-2x102-2x6 EA. SIDEKNEE WALLW/ 14" PAINTED SPINDLES MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.B.W.P.3' - 6"B.W.P.6' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.2' - 3"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"ATTICACCESS10'-10" ABOVE LANDINGR & SH.40' - 0"15' - 9"1' - 5 3/4"8' - 0"4' - 2"12/4 x 6/8R.O. 2' -6" x 6' -11"OWNER'SBATHLAUNDRYMFG. ROOF TRUSSES@ 24" O.C.BOX VAULT 115/0 x 6/8R.O. 5' -2" x 6' -11"R & SH.12' - 7"2' - 8"32/6 x 6/8R.O. 2' -8" x 6' -11"TYP.2' - 0"R & SH.42" WALL W/GLASS PANELABOVE CONTROLSHOWER HEADTILESHOWER42/6 x 6/8 PKTR.O. 5' -2" x 6' -11"R & SH.OWNER'SCLOSETBEDROOM #440' - 0"2-2x102x6B.W.P.3' - 6"B.W.P.4' - 0"CS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTES43' - 0"44' - 0"7' - 1 3/4"6' - 7 3/4"4' - 0"SINKWASHER W/PANIC PANDRYER52424-2 FIXEDR.O. 4' -0" x 2' -0"H.H. 5' -8 7/8"156048 SLR.O. 5' -0" x 4' -0"H.H. 6' -10"124-48-2460 SLR.O. 8' -0" x 5' -0"H.H. 6' -10"124824 AWN FIXED TEMP.R.O. 4' -0" x 2' -0"H.H. 6' -10"93642 CSMT ER.O. 3' -0" x 3' -6"H.H. 6' -10"42424 AWNR.O. 2' -0" x 2' -0"H.H. 6' -10"124-48-2460 SLR.O. 8' -0" x 5' -0"H.H. 6' -10"ABOVE UPPER FLOORSHELVES3' x 5' TUB W/ 4" TILEDECK5' TUB/SHWR1'-6" LINEN3'-3" VANITY12/4 x 6/8R.O. 2' -6" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"3' - 10 1/4"4' - 6"1' - 0"32/6 x 6/8R.O. 2' -8" x 6' -11"2' - 0"3' x 4' F.G.SHWR9' - 9"12/4 x 6/8R.O. 2' -6" x 6' -11"3' VANITY10' - 0"1' - 6"3' - 8"52/8 x 6/8R.O. 2' -10" x 6' -11"52/8 x 6/8R.O. 2' -10" x 6' -11"22/4 x 6/8 PKTR.O. 4' -10" x 6' -11"36" LINEN152/8 SHWR DR.2x62x642424 AWNR.O. 2' -0" x 2' -0"H.H. 6' -10"7' - 8 1/2"13' - 7 3/4"CLOSETCLOSETSMOKEDET.42424 AWNR.O. 2' -0" x 2' -0"H.H. 6' -10"BATHTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:6/2/2021 1:49:53 PMTHE FULSAAS RESIDENCEL1, B4 - PHEASANT RUN 5TH ADD'N17913 ECLIPSE AVENUELAKEVILLE, MN 55044A-404OTT2234.28.21 CB157713009926.2.21 CB4.19.21 CB8'-1 1/8"9'-1 1/8"8'-4"3869THE SAVANNA1/4" = 1'-0"A-4041UPPER FLOOR PLANHeader Spans:Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ***2-2x102-2x102-2x10 with2 Trimmers2-2x10
1' - 5"0' - 9 1/2"2x4 @ BOTTOM1x3 TYP.2x22x4 @ TOPSMOOTH LPSMARTSIDE TYP.SOFFIT1' - 9 1/2"1' - 0"FRONTSIDETOP VIEW1' - 5"0' - 9 1/2"FRAMING4x4 POSTWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALER6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETRT'D 2x8 SILL PLATEW/ CLOSED CELL ROLLSILL SEALERGRADEGRANULAR FILL4" DRAIN TILEW/ SILT SOCK1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHEN REQUIRED BY CODE)POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOORLOWER PLATE HEIGHT8' - 2"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.VERIFY FLOOR SYSTEMWITH FLOOR PLANSUPPER FLOOR PLATE HEIGHT8' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.3/4" T&GSUBFLOOR6 MIL. V.B.2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.1/2" OSBSHEATHINGTYVEK (OR EQUAL)ROLL HOUSE WRAPSIDING, VERIFYW/ ELEVATIONS5/8" GYP. BD.5/8" GYP. BD.VENTED ALUMINUMSOFFIT PANELSICE & WATER GUARDFROM EAVE TO 2'-0"MIN. OVER STRUCTUREVENT CHUTES & WIND WASH@ EACH TRUSS SPACEASPHALT SHINGLES W/15# ROLL FELT UNDER1/2" OSB ROOF SHEATHINGMFG. ROOFTRUSSES @ 24" O.C.ATTIC VENTINGAS PER CODER-49 MIN. BLOWNATTIC INSULATIONALUMINUM FASCIA W/2x6 SUB FASCIAALUMINUMDRIP EDGERIM JOISTRIM JOISTR-20 MIN. SPRAYFOAM INSULATION,COVER FOUNDATION WALLGMX THERMAL DRAINAGE BOARD(R-10) INSULATIONDRYVIT INSULATIONPROTECTION FROM SIDINGTO 6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITH OUTSIDE OF SHEATINGR-20 MIN. SPRAYFOAM INSULATIONALL DUCT WORK & PLUMBING TO REMAIN ABOVE INSULATIONTYVEK OR EQUALHOUSE WRAP5/8" TYPE 'X'GYP. BD., TAPE &MUD ALL SEAMS1" RIGID INSULATION3/4" T&G SUBFLOORR-30 MIN.BLOWN INSULATIONFLOOR TRUSSTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:6/2/2021 1:49:53 PMTHE FULSAAS RESIDENCEL1, B4 - PHEASANT RUN 5TH ADD'N17913 ECLIPSE AVENUELAKEVILLE, MN 55044A-501OTT2234.28.21 CB157713009926.2.21 CB4.19.21 CB8'-1 1/8"9'-1 1/8"8'-4"3869THE SAVANNAWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 WINDSOR NEXT DIMENSION 2 24-48-2460 SL 8' - 0" 5' - 0" 6' - 10"2 WINDSOR NEXT DIMENSION 1 36-42-3660 SH-PIC-SH 9' - 6" 5' - 0" 6' - 10"3 WINDSOR NEXT DIMENSION 2 36-42-3672 SH-PIC-SH 9' - 6" 6' - 0" 8' - 0"4 WINDSOR NEXT DIMENSION 3 2424 AWN 2' - 0" 2' - 0" 6' - 10"5 WINDSOR NEXT DIMENSION 1 2424-2 FIXED 4' - 0" 2' - 0" 5' - 8 7/8"6 WINDSOR NEXT DIMENSION 1 3048 SH 2' - 6" 4' - 0" 6' - 10"7 WINDSOR NEXT DIMENSION 1 3618 AWN FIXED 3' - 0" 1' - 6"6' - 10"8 WINDSOR NEXT DIMENSION 2 3618 PIC 3' - 0" 1' - 6" 8' - 0"9 WINDSOR NEXT DIMENSION 1 3642 CSMT E 3' - 0" 3' - 6" 6' - 10"10 WINDSOR NEXT DIMENSION 2 3672 SH 3' - 0" 6' - 0" 8' - 0"11 WINDSOR NEXT DIMENSION 2 3672-2W SH 6' - 0" 6' - 0" 8' - 0"12 WINDSOR NEXT DIMENSION 1 4824 AWN FIXED TEMP. 4' - 0"2' - 0" 6' - 10"13 WINDSOR NEXT DIMENSION 1 4836 PIC TEMP. 4' - 0" 3' - 0" 11' - 5"31 WINDSOR NEXT DIMENSION 1 4848 PIC TEMP 4' - 0" 4' - 0"12' - 6 3/4"15 WINDSOR NEXT DIMENSION 2 6048 SL 5' - 0" 4' - 0" 6' - 10"ROOM FINISH SCHEDULEFLOOR NAME FLOOR FINISH AREA CEILING HEIGHT COMMENTSLOWER FLOOR MECHANICAL / STORAGE UNFINISHED 194 SF 8' - 2" UNFINISHEDLOWER FLOOR BEDROOM #5 CARPET 156 SF 8' - 2" FUTURELOWER FLOOR FAMILY ROOM CARPET 683 SF 8' - 2" .LOWER FLOOR BATH VINYL 61 SF 8' - 2" .MAIN FLOOR PORCH CONCRETE 121 SF 9' - 1 1/8" .MAIN FLOOR GARAGE UNFINISHED 871 SF 10' - 9 3/8"MAIN FLOOR FOYER LAMINATE 76 SF 9' - 1 1/8" .MAIN FLOOR GREAT ROOM LAMINATE 285 SF 9' - 1 1/8" .MAIN FLOOR DINING LAMINATE 159 SF 9' - 1 1/8" .MAIN FLOOR PANTRY VINYL 24 SF 9' - 1 1/8" .MAIN FLOOR CLOSET VINYL 29 SF 9' - 1 1/8" .MAIN FLOOR FLEX ROOM CARPET 110 SF 9' - 1 1/8" .MAIN FLOOR KITCHEN LAMINATE 268 SF 9' - 1 1/8" .MAIN FLOOR POWDER LAMINATE 39 SF 9' - 1 1/8" .MAIN FLOOR MUD RM. VINYL 63 SF 9' - 1 1/8" .MAIN FLOOR STAIRS CARPET 94 SF 9' - 1 1/8"UPPER FLOOR OWNER'S SUITE CARPET 244 SF 8' - 1 1/8" BOX VAULTUPPER FLOOR BEDROOM #2 CARPET 170 SF 8' - 1 1/8" .UPPER FLOOR J&J BATH VINYL 93 SF 8' - 1 1/8" .UPPER FLOOR HALL CARPET 106 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #3 CARPET 171 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S BATH TILE 115 SF 8' - 1 1/8"UPPER FLOOR LAUNDRY VINYL 63 SF 8' - 1 1/8"UPPER FLOOR OWNER'S CLOSET CARPET 58 SF 8' - 1 1/8"UPPER FLOOR BEDROOM #4 CARPET 190 SF 8' - 1 1/8"UPPER FLOOR STAIRS CARPET 91 SF 8' - 1 1/8"UPPER FLOOR CLOSET CARPET 23 SF 8' - 1 1/8"UPPER FLOOR CLOSET CARPET 27 SF 8' - 1 1/8"UPPER FLOOR BATH45 SF 8' - 1 1/8"1/2" = 1'-0"A-5012TYP. COLUMNDOOR SCHEDULETYPE MARK DOOR SIZES ROUGH WIDTH ROUGH HEIGHT COUNT COMMENTS1 2/4 x 6/8 2' - 6" 6' - 11" 122 2/4 x 6/8 PKT 4' - 10" 6' - 11" 23 2/6 x 6/8 2' - 8" 6' - 11" 34 2/6 x 6/8 PKT 5' - 2" 6' - 11" 15 2/8 x 6/8 2' - 10" 6' - 11" 36 2/8 x 6/8 FIRE RATED 2' - 10" 6' - 10 1/4" 17 2/8 x 6/8 FULL VIEW 2' - 10" 6' - 11" 18 2/8 x 6/8 OPG.19 3/0 x 6/8 W/ 12" D.S. SL'S110 4/0 x 6/8 4' - 2" 6' - 11" 111 5/0 x 6/8 5' - 2" 6' - 11" 112 6/0 x 6/8 SLIDER 6' - 0" 6' - 8" 115 2/8 SHWR DR.116 2/8 x 6/8 FULL VIEW117 16' x 8' O.H. GARAGE DOOR118 8' x 8' O.H. GARAGE DOOR13/8" = 1'-0"A-5014TYP. WALL SECTION1/2" = 1'-0"A-5019GARAGE CEILING3" MIN. ABS OR PVC GASTIGHTPIPE FROM SUBSLAB TOMIN. 12" ABOVE ROOF, MUSTBE RUN THRU CONDITIONED SPACE.PIPE CAN BE CONNECTED TOSUMP SYSTEM OR HAVE"T" FITTING (MIN. 10'-0" EA. WAY)IN GRAVEL UNDER SLAB.END OF PIPE MUST BE MIN. 10'-0"AWAY FROM ANY WINDOW OROTHER OPENING THAT IS LESSTHAN 2'-0" BELOW END OF PIPE. END OF PIPE MUST ALSO BEMIN. 10'-0" AWAY FROM ANYWINDOW OR OTHER OPENING INADJOINING OR ADJACENTBUILDINGS.SUFFICIENT SPACE MUST BELEFT AROUND PIPE IN ATTIC SPACETO ADD FAN. SPACE MUST BEMIN. ∅24" CENTERED ON AXIS OFPIPE W/ MIN. 3'-0" VERTICAL SPACE.A SINGLE PIPE CAN BE USED IF ALLSOIL GASES IN DWELLING CANFLOW FREELY BETWEEN ALL LEVELSOF FOUNDATION. THIS INCLUDESINTERIOR FOOTINGS & OTHERBARRIERS IF AIRFLOW HASBEEN ESTABLISHED.LABEL THE VENT PIPE AT LEASTONCE PER FLOOR AND INACCESSIBLE ATTICS WITH"RADON REDUCTION SYSTEM".ONE ELECTRICAL RECEPTACLE ISREQUIRED IN THE ATTIC NEARTHE VENT PIPE FOR OPT. FAN.:PASSIVE RADON SYSTEM:
6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEGRANULAR FILL:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"5000 PSI CONCRETE@ ALL FOOTINGS2" FOAMBOARD(R-10) INSULATION4" DRAIN TILEW/ SILT SOCKWATER PROOF COATING FROM FOOTING TOSILL SEALERWATER PROOF COATINGFROM FOOTING TOINSIDE OF WALL6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEMIN.0' - 6"GRANULAR FILL4" DRAIN TILEW/ SILT SOCK:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTS1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESINSULATION & SEALANT TOBE CONT. OVER WALL2" FOAMBOARD(R-10) INSULATIONINSULATION PROTECTIONFROM SIDING TO6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITHOUTSIDE OF SHEATHINGANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHEN REQUIRED BY CODE)VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION1/2" OSBSHEATHINGRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESTOOP, FLASH AS REQ'DAT HOUSE WALLPOUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERSIDING, VERIFYW/ ELEVATIONSTYVEK (OR EQUAL) ROLL HOUSE WRAP0' - 2"FROM SHEATHING TOOUTSIDE OF FOUNDATIONANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHEN REQUIRED BY CODE)3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION5/8" TYPE 'X' GYP BOARD,TAPE & MUD ALL SEAMSRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESLAB, FLASH AS REQ'DAT HOUSE WALL0' - 4"POUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERVERIFY FLOOR SYSTEMWITH FLOOR PLANSFASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP.MIN. 3/8" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).MIN. 1000 LB HOLD-DOWNDEVICE (EMBEDDED INTOCONCRETE & NAILEDINTO FRAMING)FRONT ELEVATIONMIN. FOOTING SIZE UNDER OPENING IS12" X 12". A TURNED DOWN SLAB SHALLBE PERMITTED AT DOOR OPENINGS.MIN. (1) 5/8" DIA. ANCHOR BOLDINSTALLED PER R403.1.6 W/2" X 2" X 3/16" PLATE WASHER.MIN. REINFORCING OF FOUNDATION,ONE #4 BAR TOP & BOTTOM OFFOOTING. LAP BARS 15" MINIMUM.MIN. (2) 4200 LB STRAP-TYPE HOLD-DOWNS (EMBEDDED INTO CONCRETEAND NAILED INTO FRAMING)MIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 3/8" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INALL FRAMING (STUDS, BLOCKING AND SILLS) TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER PROHIBITED9' - 11 1/4" MAX. HEIGHTHEIGHTPONYWALL12' - 0" MAX TOTAL WALL HEIGHTEXTENT OF HEADER WITH SINGLE PORTALFRAME (ONE BRACED WALL PANEL)2' - 0" TO 18' - 0" FINISHED WIDTH OFOPENING FOR SINGLE OR DOUBLE PORTAL2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.TRT'D SILL PLATEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSSLEEVE EVERY10'-0" MIN.6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODE5000 PSI CONCRETE@ ALL FOOTINGSTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:6/2/2021 1:49:54 PMTHE FULSAAS RESIDENCEL1, B4 - PHEASANT RUN 5TH ADD'N17913 ECLIPSE AVENUELAKEVILLE, MN 55044A-502OTT2234.28.21 CB157713009926.2.21 CB4.19.21 CB8'-1 1/8"9'-1 1/8"8'-4"3869THE SAVANNA1/2" = 1'-0"A-5021TYP. WALKOUT SECTION1/2" = 1'-0"A-5022TYP. LOOKOUT SECTION1/2" = 1'-0"A-5023TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5024TYP. HOUSE/GARAGE WALL3/8" = 1'-0"A-5025METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS1/2" = 1'-0"A-5026BEARING WALL SECTION
Upper Level
Member Name Results Current Solution Comments
Bedroom #3 Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2
Stair Landing Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2
Owner's Suite Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2
Owner's Bath Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2
Bedroom #2 Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2
Main Level
Member Name Results Current Solution Comments
Great Room Window Passed 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
Dining Window Rear Passed 3 piece(s) 2 x 10 SPF No.1/No.2
Stairs (H) Flush Beam Passed 2 piece(s) 2 x 10 SPF No.1/No.2
Dining Room Flush Beam Passed 2 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL
Flex Room/ Mudroom Flush
Beam
Passed 3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Flex Room Back Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Garage 16' OHD Passed 2 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL
Garage 8' OHD Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Flush Front Porch (V)Passed 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Flush Front Porch (H)Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Mudroom Door Passed 2 piece(s) 2 x 10 SPF No.1/No.2
Foyer Front Door Passed 2 piece(s) 2 x 10 SPF No.1/No.2
Foyer Flush Beam (H)Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Front Porch (H) Dropped Beam Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Lower Level
Member Name Results Current Solution Comments
Stairs (H) Flush Beam Passed 2 piece(s) 2 x 10 SPF No.1/No.2
Family Room Flush Beam Passed 2 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL
Bedroom #5 Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Mechanical Room Door Passed 2 piece(s) 2 x 10 SPF No.1/No.2
Family Room Window Passed 2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL
Family Room Patio Door Passed 2 piece(s) 2 x 10 SPF No.1/No.2
17913 Eclipse Ave, Lakeville, MN
JOB SUMMARY REPORT
ForteWEB Software Operator Job Notes 8/5/2021 4:23:40 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2
File Name: 17913 Eclipse Ave, Lakeville, MN
Topaz - Savanna
17913 Eclipse Ave, Lakeville, MN
8/5/21; #25012
Page 1 / 262 piece(s) 2x12
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1933 @ 0 1913 (1.50")Passed (101%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)867 @ 10 3/4"2872 Passed (30%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)1571 @ 1' 7 1/2"3946 Passed (40%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.007 @ 1' 7 1/2"0.108 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.011 @ 1' 7 1/2"0.162 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.52"710 1223 1933 None
2 - Trimmer - SPF 1.50"1.50"1.52"710 1223 1933 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)3' 3" o/c
Bottom Edge (Lu)3' 3" o/c
Dead Snow
Vertical Loads Location Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 3' 3"N/A 7.0 --
1 - Uniform (PSF)0 to 3' 3"21' 6"20.0 35.0 Snow - Main
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 6/2/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Upper Level, Bedroom #3 Window
2 piece(s) 2 x 10 SPF No.1/No.2
ForteWEB Software Operator Job Notes 8/5/2021 4:23:40 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 17913 Eclipse Ave, Lakeville, MN
Topaz - Savanna
17913 Eclipse Ave, Lakeville, MN
8/5/21; #25012
Page 2 / 26
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2974 @ 1 1/2"3825 (3.00")Passed (78%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1760 @ 1' 1/4"2872 Passed (61%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)3355 @ 2' 6"3946 Passed (85%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.031 @ 2' 6"0.158 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.049 @ 2' 6"0.237 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"2.33"1093 1881 2974 None
2 - Trimmer - SPF 3.00"3.00"2.33"1093 1881 2974 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)5' o/c
Bottom Edge (Lu)5' o/c
Dead Snow
Vertical Loads Location Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 5'N/A 7.0 --
1 - Uniform (PSF)0 to 5'21' 6"20.0 35.0 Snow - Main
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 6/2/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Upper Level, Stair Landing Window
2 piece(s) 2 x 10 SPF No.1/No.2
ForteWEB Software Operator Job Notes 8/5/2021 4:23:40 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 17913 Eclipse Ave, Lakeville, MN
Topaz - Savanna
17913 Eclipse Ave, Lakeville, MN
8/5/21; #25012
Page 3 / 26
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1156 @ 1 1/2"3825 (3.00")Passed (30%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)878 @ 1' 1/4"2872 Passed (31%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)2314 @ 4' 3"3946 Passed (59%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.040 @ 4' 3"0.275 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.102 @ 4' 3"0.412 Passed (L/967)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"710 446 1156 None
2 - Trimmer - SPF 3.00"3.00"1.50"710 446 1156 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)8' 6" o/c
Bottom Edge (Lu)8' 6" o/c
Dead Snow
Vertical Loads Location Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 8' 6"N/A 7.0 --
1 - Uniform (PLF)0 to 8' 6"N/A 100.0 -Wall - Gable
2 - Uniform (PSF)0 to 8' 6"3'20.0 35.0 Snow - Main
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 6/2/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Upper Level, Owner's Suite Window
2 piece(s) 2 x 10 SPF No.1/No.2
ForteWEB Software Operator Job Notes 8/5/2021 4:23:40 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 17913 Eclipse Ave, Lakeville, MN
Topaz - Savanna
17913 Eclipse Ave, Lakeville, MN
8/5/21; #25012
Page 4 / 26
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2676 @ 1 1/2"3825 (3.00")Passed (70%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1462 @ 1' 1/4"2872 Passed (51%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)2686 @ 2' 3"3946 Passed (68%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.020 @ 2' 3"0.142 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.032 @ 2' 3"0.213 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"2.10"983 1693 2676 None
2 - Trimmer - SPF 3.00"3.00"2.10"983 1693 2676 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)4' 6" o/c
Bottom Edge (Lu)4' 6" o/c
Dead Snow
Vertical Loads Location Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 4' 6"N/A 7.0 --
1 - Uniform (PSF)0 to 4' 6"21' 6"20.0 35.0 Snow - Main
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 6/2/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Upper Level, Owner's Bath Window
2 piece(s) 2 x 10 SPF No.1/No.2
ForteWEB Software Operator Job Notes 8/5/2021 4:23:40 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 17913 Eclipse Ave, Lakeville, MN
Topaz - Savanna
17913 Eclipse Ave, Lakeville, MN
8/5/21; #25012
Page 5 / 26
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)748 @ 1 1/2"3825 (3.00")Passed (20%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)470 @ 1' 1/4"2872 Passed (16%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)937 @ 2' 9"3946 Passed (24%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.006 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.017 @ 2' 9"0.262 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"459 289 748 None
2 - Trimmer - SPF 3.00"3.00"1.50"459 289 748 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)5' 6" o/c
Bottom Edge (Lu)5' 6" o/c
Dead Snow
Vertical Loads Location Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 5' 6"N/A 7.0 --
1 - Uniform (PLF)0 to 5' 6"N/A 160.0 105.0 Snow - Gable End
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 6/2/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Upper Level, Bedroom #2 Window
2 piece(s) 2 x 10 SPF No.1/No.2
ForteWEB Software Operator Job Notes 8/5/2021 4:23:40 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 17913 Eclipse Ave, Lakeville, MN
Topaz - Savanna
17913 Eclipse Ave, Lakeville, MN
8/5/21; #25012
Page 6 / 26
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)5426 @ 9' 10 1/2"7613 (3.00")Passed (71%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)4478 @ 8' 11 1/2"6318 Passed (71%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)10309 @ 5' 6 7/8"11775 Passed (88%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.189 @ 5' 2 1/8"0.325 Passed (L/618)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.390 @ 5' 1 7/8"0.488 Passed (L/300)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"1667 1763 315 3745 None
2 - Trimmer - SPF 3.00"3.00"2.14"2629 2797 552 5978 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)8' 7" o/c
Bottom Edge (Lu)10' o/c
Dead Floor Live Snow
Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 10'N/A 9.7 ----
1 - Point (lb)8'N/A 800 1200 -Floor Girder
2 - Uniform (PLF)0 to 10'N/A 80.0 --Wall - Upper Level
3 - Uniform (PSF)0 to 8'7' 6"15.0 40.0 -Floor - Upper Level
4 - Uniform (PSF)8' to 10'12'15.0 40.0 -Floor - Upper Level
5 - Point (lb)4' 6"N/A 459 -289
Linked from:
Bedroom #2
Window, Support 2
6 - Uniform (PLF)4' 6" to 10'N/A 160.0 -105.0 Snow - Gable End
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 6/2/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Great Room Window
2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 8/5/2021 4:23:40 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 17913 Eclipse Ave, Lakeville, MN
Topaz - Savanna
17913 Eclipse Ave, Lakeville, MN
8/5/21; #25012
Page 7 / 26
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2411 @ 1 1/2"5738 (3.00")Passed (42%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)1708 @ 1' 1/4"3746 Passed (46%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)3719 @ 5'5147 Passed (72%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.060 @ 5'0.325 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.160 @ 5'0.488 Passed (L/733)--1.0 D + 0.75 L + 0.75 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"1548 600 551 2699 None
2 - Trimmer - SPF 3.00"3.00"1.50"1548 600 551 2699 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)10' o/c
Bottom Edge (Lu)10' o/c
Dead Floor Live Snow
Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 10'N/A 10.6 ----
1 - Uniform (PSF)0 to 10'3'15.0 40.0 -Floor - Upper
2 - Uniform (PLF)0 to 10'N/A 80.0 --Wall - Upper
3 - Uniform (PLF)0 to 1'N/A 160.0 -105.0 Snow - Gable End
4 - Uniform (PLF)9' to 10'N/A 160.0 -105.0 Snow - Gable End
5 - Point (lb)1'N/A 710 -446
Linked from:
Owner's Suite
Window, Support 1
6 - Point (lb)9'N/A 710 -446
Linked from:
Owner's Suite
Window, Support 2
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 6/2/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Dining Window Rear
3 piece(s) 2 x 10 SPF No.1/No.2
ForteWEB Software Operator Job Notes 8/5/2021 4:23:40 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 17913 Eclipse Ave, Lakeville, MN
Topaz - Savanna
17913 Eclipse Ave, Lakeville, MN
8/5/21; #25012
Page 8 / 26
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)918 @ 4' 8 1/2"1913 (1.50")Passed (48%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)594 @ 3' 11 1/4"2498 Passed (24%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)1004 @ 2' 6 1/4"3431 Passed (29%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.009 @ 2' 6 1/4"0.109 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.012 @ 2' 6 1/4"0.219 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
• At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger
• ¹ See Connector grid below for additional information and/or requirements.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Stud wall - SPF 5.50"5.50"1.50"301 756 1057 Blocking
2 - Hanger on 9 1/4" SPF beam 5.50"Hanger¹1.50"313 794 1107 See note ¹
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)4' 9" o/c
Bottom Edge (Lu)4' 9" o/c
Connector: Simpson Strong-Tie
Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories
2 - Face Mount Hanger LUS28-2 2.00"N/A 6-10d 4-10d
•Refer to manufacturer notes and instructions for proper installation and use of all connectors.
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 4' 8 1/2"N/A 7.0 --
1 - Uniform (PSF)0 to 5' 2" (Front)7' 6"15.0 40.0 Floor - Upper Level
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 6/2/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Stairs (H) Flush Beam
2 piece(s) 2 x 10 SPF No.1/No.2
ForteWEB Software Operator Job Notes 8/5/2021 4:23:40 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 17913 Eclipse Ave, Lakeville, MN
Topaz - Savanna
17913 Eclipse Ave, Lakeville, MN
8/5/21; #25012
Page 9 / 26
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)5882 @ 4"8181 (5.50")Passed (72%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)4608 @ 1' 7 1/2"9310 Passed (49%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)20141 @ 7' 6"24258 Passed (83%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.366 @ 7' 6"0.358 Passed (L/470)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.513 @ 7' 6"0.717 Passed (L/335)--1.0 D + 1.0 L (All Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Stud wall - SPF 5.50"5.50"3.95"1682 4200 5882 Blocking
2 - Stud wall - SPF 5.50"5.50"3.95"1682 4200 5882 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)6' 5" o/c
Bottom Edge (Lu)15' o/c
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 15'N/A 14.3 --
1 - Uniform (PSF)0 to 15' (Front)14'15.0 40.0 Floor - Upper Level
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 6/2/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Dining Room Flush Beam
2 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 8/5/2021 4:23:40 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 17913 Eclipse Ave, Lakeville, MN
Topaz - Savanna
17913 Eclipse Ave, Lakeville, MN
8/5/21; #25012
Page 10 / 26
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)20997 @ 10' 6"24806 (5.25")Passed (85%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)8893 @ 11' 8 1/2"14817 Passed (60%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)-22504 @ 10' 6"27519 Passed (82%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.198 @ 16' 7"0.279 Passed (L/676)--1.0 D + 1.0 S (Alt Spans)
Total Load Defl. (in)0.313 @ 16' 8 1/8"0.558 Passed (L/428)--1.0 D + 1.0 S (Alt Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Stud wall - SPF 5.50"5.50"2.99"2583 192/-32 4090 6865/-
32 Blocking
2 - Column - PSL 5.25"5.25"4.44"8608 534 12388 21530 None
3 - Stud wall - SPF 5.50"5.50"3.38"2987 207/-22 4554 7748/-
22 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)14' 2" o/c
Bottom Edge (Lu)7' 10" o/c
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 22'N/A 19.5 ----
1 - Uniform (PSF)0 to 22' (Front)1'15.0 40.0 -Floor - Upper
2 - Uniform (PLF)0 to 22' (Front)N/A 80.0 --Wall - Upper Level
3 - Uniform (PSF)0 to 22' (Front)4'20.0 -35.0 Snow - Monos
4 - Uniform (PSF)0 to 22' (Front)22' 6"20.0 -35.0 Snow - Main
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 6/2/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Flex Room/ Mudroom Flush Beam
3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 8/5/2021 4:23:40 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 17913 Eclipse Ave, Lakeville, MN
Topaz - Savanna
17913 Eclipse Ave, Lakeville, MN
8/5/21; #25012
Page 11 / 26
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) [Group]
Member Reaction (lbs)8470 @ 3"11419 (4.50")Passed (74%)--1.0 D + 1.0 S (All Spans) [1]
Shear (lbs)608 @ 1' 2"7902 Passed (8%)1.15 1.0 D + 1.0 S (All Spans) [1]
Moment (Ft-lbs)1345 @ 3' 4 1/2"11985 Passed (11%)1.15 1.0 D + 1.0 S (All Spans) [1]
Live Load Defl. (in)0.012 @ 3' 4 1/2"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans) [1]
Total Load Defl. (in)0.030 @ 3' 4 1/2"0.313 Passed (L/999+)--1.0 D + 1.0 S (All Spans) [1]
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 4.50"4.50"3.34"3562 207/-22 4908 8677/-
22 None
2 - Trimmer - SPF 3.00"3.00"1.50"554 -341 895 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)6' 8" o/c
Bottom Edge (Lu)6' 8" o/c
Dead Floor Live Snow
Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 7 1/2"N/A 10.4 ----
1 - Uniform (PLF)0 to 6' 7 1/2"N/A 160.0 -105.0 Snow - Gable End
2 - Point (lb)0 N/A 2987 207/-22 4554
Linked from: Flex
Room/ Mudroom
Flush Beam,
Support 3
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 6/2/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Flex Room Back Window
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 8/5/2021 4:23:40 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 17913 Eclipse Ave, Lakeville, MN
Topaz - Savanna
17913 Eclipse Ave, Lakeville, MN
8/5/21; #25012
Page 12 / 26
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)4182 @ 1 1/2"7613 (3.00")Passed (55%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)3474 @ 1' 5"10707 Passed (32%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)16992 @ 8' 4 1/2"27897 Passed (61%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.275 @ 8' 4 1/2"0.550 Passed (L/720)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.560 @ 8' 4 1/2"0.825 Passed (L/353)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.65"2130 2052 4182 None
2 - Trimmer - SPF 3.00"3.00"1.65"2130 2052 4182 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)8' 11" o/c
Bottom Edge (Lu)16' 9" o/c
Dead Snow
Vertical Loads Location Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 16' 9"N/A 14.3 --
1 - Uniform (PSF)0 to 16' 9"7'20.0 35.0 Snow - Garage
2 - Uniform (PLF)0 to 16' 9"N/A 100.0 -Wall - Gable
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 6/2/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Garage 16' OHD
2 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 8/5/2021 4:23:40 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 17913 Eclipse Ave, Lakeville, MN
Topaz - Savanna
17913 Eclipse Ave, Lakeville, MN
8/5/21; #25012
Page 13 / 26
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)3786 @ 1 1/2"7613 (3.00")Passed (50%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)2714 @ 1' 2 7/8"9878 Passed (27%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)7816 @ 4' 4 1/2"18346 Passed (43%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.102 @ 4' 4 1/2"0.283 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.162 @ 4' 4 1/2"0.425 Passed (L/629)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"1413 2373 3786 None
2 - Trimmer - SPF 3.00"3.00"1.50"1413 2373 3786 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)8' 9" o/c
Bottom Edge (Lu)8' 9" o/c
Dead Snow
Vertical Loads Location Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 8' 9"N/A 13.0 --
1 - Uniform (PSF)0 to 8' 9"15' 6"20.0 35.0 Snow - Garage
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 6/2/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Garage 8' OHD
2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 8/5/2021 4:23:40 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 17913 Eclipse Ave, Lakeville, MN
Topaz - Savanna
17913 Eclipse Ave, Lakeville, MN
8/5/21; #25012
Page 14 / 26
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)4445 @ 3 1/2"7088 (1.50")Passed (63%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)3421 @ 1' 1"11854 Passed (29%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)7640 @ 3' 8 3/4"17977 Passed (42%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.078 @ 3' 8 3/4"0.172 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.135 @ 3' 8 3/4"0.344 Passed (L/613)--1.0 D + 1.0 S (All Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
• At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger
• ¹ See Connector grid below for additional information and/or requirements.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Hanger on 9 1/2" LSL beam 3.50"Hanger¹1.50"2011 149 2806 4966 See note ¹
2 - Stud wall - SPF 5.50"5.50"2.19"2038 151 2838 5027 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)7' 3" o/c
Bottom Edge (Lu)7' 3" o/c
Connector: Simpson Strong-Tie
Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories
1 - Face Mount Hanger HUCQ610-SDS 3.00"N/A 12-SDS25212 6-SDS25212
•Refer to manufacturer notes and instructions for proper installation and use of all connectors.
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)3 1/2" to 7' 6"N/A 15.6 ----
1 - Uniform (PSF)0 to 7' 6" (Front)1'15.0 40.0 -Floor - Upper
2 - Uniform (PLF)0 to 7' 6" (Front)N/A 80.0 --Wall - Upper
3 - Uniform (PSF)0 to 7' 6" (Front)21' 6"20.0 -35.0 Snow - Main
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 6/2/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Flush Front Porch (V)
3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 8/5/2021 4:23:40 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 17913 Eclipse Ave, Lakeville, MN
Topaz - Savanna
17913 Eclipse Ave, Lakeville, MN
8/5/21; #25012
Page 15 / 26
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)7855 @ 17' 6"13956 (5.50")Passed (56%)--1.0 D + 1.0 S (Adj Spans)
Shear (lbs)4690 @ 18' 6"7902 Passed (59%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)-5076 @ 17' 6"11985 Passed (42%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.047 @ 4' 7 3/4"0.200 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans)
Total Load Defl. (in)0.060 @ 18' 6"0.200 Passed (2L/396)--1.0 D + 1.0 S (Alt Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Overhang deflection criteria: LL (2L/0.2") and TL (2L/0.2").
•Allowed moment does not reflect the adjustment for the beam stability factor.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Column - SPF 5.50"5.50"1.50"1275 439/-1 795 2509/-1 Blocking
2 - Column - SPF 5.50"5.50"2.02"3079 1165 1575 5819 None
3 - Column - SPF 5.50"5.50"3.10"3828 843 4027 8698 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)18' 6" o/c
Bottom Edge (Lu)18' 3" o/c
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 18' 6"N/A 10.4 ----
1 - Uniform (PSF)0 to 11' 6" (Front)2' 6"15.0 40.0 -Floor - Upper
2 - Uniform (PSF)11' 6" to 18' 6" (Front)3' 6"15.0 40.0 -Floor - Upper
3 - Uniform (PLF)0 to 18' 6" (Front)N/A 80.0 --Wall - Upper
4 - Uniform (PLF)0 to 18' 6" (Front)N/A 160.0 -105.0 Snow - Gable End
5 - Uniform (PSF)0 to 18' 6" (Front)2'20.0 -35.0 Snow - Monos
6 - Point (lb)18' 6" (Front)N/A 2011 149 2806
Linked from: Flush
Front Porch (V),
Support 1
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 6/2/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Flush Front Porch (H)
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 8/5/2021 4:23:40 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 17913 Eclipse Ave, Lakeville, MN
Topaz - Savanna
17913 Eclipse Ave, Lakeville, MN
8/5/21; #25012
Page 16 / 26
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1825 @ 0 1913 (1.50")Passed (95%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)772 @ 10 3/4"2498 Passed (31%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)1416 @ 1' 6 5/8"3431 Passed (41%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.006 @ 1' 6 5/8"0.103 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.009 @ 1' 6 5/8"0.155 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"506 1319 1825 None
2 - Trimmer - SPF 1.50"1.50"1.50"506 1319 1825 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)3' 1" o/c
Bottom Edge (Lu)3' 1" o/c
Dead Floor Live
Vertical Loads Location Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 3' 1 1/4"N/A 7.0 --
1 - Uniform (PSF)0 to 3' 1 1/4"21' 3"15.0 40.0 Floor - Upper Level
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 6/2/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Mudroom Door
2 piece(s) 2 x 10 SPF No.1/No.2
ForteWEB Software Operator Job Notes 8/5/2021 4:23:40 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 17913 Eclipse Ave, Lakeville, MN
Topaz - Savanna
17913 Eclipse Ave, Lakeville, MN
8/5/21; #25012
Page 17 / 26
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1366 @ 1 1/2"3825 (3.00")Passed (36%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)903 @ 1' 1/4"2498 Passed (36%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)1890 @ 3' 1/8"3431 Passed (55%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.029 @ 3' 1/8"0.192 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.041 @ 3' 1/8"0.289 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"388 978 1366 None
2 - Trimmer - SPF 3.00"3.00"1.50"388 978 1366 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)6' o/c
Bottom Edge (Lu)6' o/c
Dead Floor Live
Vertical Loads Location Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 6' 1/4"N/A 7.0 --
1 - Uniform (PSF)0 to 6' 1/4"8' 1 1/2"15.0 40.0 Floor - Upper Level
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 6/2/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Foyer Front Door
2 piece(s) 2 x 10 SPF No.1/No.2
ForteWEB Software Operator Job Notes 8/5/2021 4:23:40 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 17913 Eclipse Ave, Lakeville, MN
Topaz - Savanna
17913 Eclipse Ave, Lakeville, MN
8/5/21; #25012
Page 18 / 26
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)3063 @ 2"5206 (3.50")Passed (59%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)3090 @ 8' 6 1/8"8590 Passed (36%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)9344 @ 5' 5/8"15953 Passed (59%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.164 @ 4' 11 7/16"0.236 Passed (L/691)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.229 @ 4' 11 7/16"0.473 Passed (L/495)--1.0 D + 1.0 L (All Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Beam - SPF 3.50"3.50"2.06"881 2181 3062 Blocking
2 - Stud wall - SPF 5.50"5.50"2.95"1243 3140 4383 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)10' o/c
Bottom Edge (Lu)10' o/c
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 9' 11 1/2"N/A 13.0 --
1 - Uniform (PSF)0 to 2' 9" (Front)4' 3"15.0 40.0 Floor - Upper Level
2 - Uniform (PSF)2' 9" to 9' 11 1/2" (Front)16'15.0 40.0 Floor - Upper Level
3 - Point (lb)2' 9" (Front)N/A 90 240 Stairs Girder
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 6/2/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Foyer Flush Beam (H)
2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 8/5/2021 4:23:40 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 17913 Eclipse Ave, Lakeville, MN
Topaz - Savanna
17913 Eclipse Ave, Lakeville, MN
8/5/21; #25012
Page 19 / 26
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)6458 @ 1' 2"13956 (5.50")Passed (46%)--1.0 D + 1.0 S (Adj Spans)
Shear (lbs)4843 @ 1 3/4"7902 Passed (61%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)-5739 @ 1' 2"11985 Passed (48%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.063 @ 0 0.200 Passed (2L/448)--1.0 D + 1.0 S (Alt Spans)
Total Load Defl. (in)0.104 @ 0 0.200 Passed (2L/270)--1.0 D + 1.0 S (Alt Spans)
System : Roof
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
Member Pitch : 0/12
•Deflection criteria: LL (L/360) and TL (L/240).
•Overhang deflection criteria: LL (2L/0.2") and TL (2L/0.2").
•Allowed moment does not reflect the adjustment for the beam stability factor.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Column - SPF 5.50"5.50"2.55"2672 175 3786 6633 Blocking
2 - Column - SPF 5.50"5.50"1.50"307 -31 799 1106/-
31 Blocking
3 - Column - SPF 5.50"5.50"1.50"334 5 520 859 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)18' 6" o/c
Bottom Edge (Lu)16' o/c
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 18' 6"N/A 10.4 ----
1 - Uniform (PSF)0 to 18' 6" (Front)3'20.0 -35.0 Snow - Monos
2 - Point (lb)0 (Front)N/A 2011 149 2806
Linked from: Front
Porch (V) Flush
Beam Left, Support
1
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 6/2/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Front Porch (H) Dropped Beam
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 8/5/2021 4:23:40 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 17913 Eclipse Ave, Lakeville, MN
Topaz - Savanna
17913 Eclipse Ave, Lakeville, MN
8/5/21; #25012
Page 20 / 26
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)865 @ 4' 5 1/2"1913 (1.50")Passed (45%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)542 @ 3' 8 1/4"2498 Passed (22%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)892 @ 2' 4 3/4"3431 Passed (26%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.007 @ 2' 4 3/4"0.103 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.010 @ 2' 4 3/4"0.206 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
• At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger
• ¹ See Connector grid below for additional information and/or requirements.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Stud wall - SPF 5.50"5.50"1.62"587 1475 2062 Blocking
2 - Hanger on 9 1/4" SPF beam 5.50"Hanger¹1.50"298 756 1054 See note ¹
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)4' 6" o/c
Bottom Edge (Lu)4' 6" o/c
Connector: Simpson Strong-Tie
Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories
2 - Face Mount Hanger LUS28-2 2.00"N/A 6-10d 4-10d
•Refer to manufacturer notes and instructions for proper installation and use of all connectors.
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 4' 5 1/2"N/A 7.0 --
1 - Uniform (PSF)0 to 4' 11" (Front)7' 6"15.0 40.0 Floor - Main Level
2 - Point (lb)0 (Front)N/A 301 756
Linked from: Stairs
(H) Flush Beam,
Support 1
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 6/2/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Stairs (H) Flush Beam
2 piece(s) 2 x 10 SPF No.1/No.2
ForteWEB Software Operator Job Notes 8/5/2021 4:23:40 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 17913 Eclipse Ave, Lakeville, MN
Topaz - Savanna
17913 Eclipse Ave, Lakeville, MN
8/5/21; #25012
Page 21 / 26
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)11764 @ 4"13956 (5.50")Passed (84%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)4608 @ 1' 7 1/2"9310 Passed (49%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)20141 @ 7' 6"24258 Passed (83%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.366 @ 7' 6"0.358 Passed (L/470)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.513 @ 7' 6"0.717 Passed (L/335)--1.0 D + 1.0 L (All Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Column - SPF 5.50"5.50"4.64"3364 8400 11764 Blocking
2 - Column - SPF 5.50"5.50"4.64"3364 8400 11764 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)6' 5" o/c
Bottom Edge (Lu)15' o/c
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 15'N/A 14.3 --
1 - Uniform (PSF)0 to 15' (Front)14'15.0 40.0 Floor - Upper Level
2 - Point (lb)0 (Front)N/A 1682 4200
Linked from: Dining
Room Flush Beam,
Support 1
3 - Point (lb)15' (Front)N/A 1682 4200
Linked from: Dining
Room Flush Beam,
Support 2
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 6/2/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Family Room Flush Beam
2 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 8/5/2021 4:23:40 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 17913 Eclipse Ave, Lakeville, MN
Topaz - Savanna
17913 Eclipse Ave, Lakeville, MN
8/5/21; #25012
Page 22 / 26
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) [Group]
Member Reaction (lbs)9915 @ 3"11419 (4.50")Passed (87%)--1.0 D + 0.75 L + 0.75 S (All Spans) [1]
Shear (lbs)1803 @ 1' 2"6872 Passed (26%)1.00 1.0 D + 1.0 L (All Spans) [1]
Moment (Ft-lbs)3636 @ 2' 10 1/2"10422 Passed (35%)1.00 1.0 D + 1.0 L (All Spans) [1]
Live Load Defl. (in)0.043 @ 2' 10 1/2"0.175 Passed (L/999+)--1.0 D + 1.0 L (All Spans) [1]
Total Load Defl. (in)0.063 @ 2' 10 1/2"0.262 Passed (L/999+)--1.0 D + 1.0 L (All Spans) [1]
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 4.50"4.50"3.91"4526 2277 4908 11711 None
2 - Trimmer - SPF 3.00"3.00"1.50"922 1980 -2902 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)5' 8" o/c
Bottom Edge (Lu)5' 8" o/c
Dead Floor Live Snow
Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 5' 7 1/2"N/A 10.4 ----
1 - Uniform (PSF)0 to 5' 7 1/2"11'15.0 40.0 -Floor - Main Level
2 - Uniform (PLF)0 to 5' 7 1/2"N/A 90.0 --Wall - Main Level
3 - Uniform (PSF)0 to 5' 7 1/2"7'10.0 40.0 -Floor - Deck
4 - Point (lb)0 N/A 3562 207/-22 4908
Linked from: Flex
Room Back
Window, Support 1
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 6/2/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Bedroom #5 Window
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 8/5/2021 4:23:40 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 17913 Eclipse Ave, Lakeville, MN
Topaz - Savanna
17913 Eclipse Ave, Lakeville, MN
8/5/21; #25012
Page 23 / 26
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1707 @ 0 1913 (1.50")Passed (89%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)715 @ 10 3/4"2498 Passed (29%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)1316 @ 1' 6 1/2"3431 Passed (38%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.006 @ 1' 6 1/2"0.103 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.008 @ 1' 6 1/2"0.154 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"473 1233 1706 None
2 - Trimmer - SPF 1.50"1.50"1.50"473 1233 1706 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)3' 1" o/c
Bottom Edge (Lu)3' 1" o/c
Dead Floor Live
Vertical Loads Location Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 3' 1"N/A 7.0 --
1 - Uniform (PSF)0 to 3' 1"20'15.0 40.0 Floor - Main Level
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 6/2/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Mechanical Room Door
2 piece(s) 2 x 10 SPF No.1/No.2
ForteWEB Software Operator Job Notes 8/5/2021 4:23:40 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 17913 Eclipse Ave, Lakeville, MN
Topaz - Savanna
17913 Eclipse Ave, Lakeville, MN
8/5/21; #25012
Page 24 / 26
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)9623 @ 9' 10 1/2"11419 (4.50")Passed (84%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)3307 @ 8' 9 1/8"7897 Passed (42%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)7843 @ 5' 7 3/4"17848 Passed (44%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.100 @ 5' 2 1/16"0.325 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.161 @ 5' 1 3/4"0.488 Passed (L/725)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"2.50"2824 3512 315 6651 None
2 - Trimmer - SPF 4.50"4.50"3.79"4125 5498 552 10175 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)10' 2" o/c
Bottom Edge (Lu)10' 2" o/c
Dead Floor Live Snow
Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 10' 1 1/2"N/A 12.1 ----
1 - Point (lb)8'N/A 400 1200 -Floor Girder
2 - Uniform (PSF)0 to 8'7' 6"15.0 40.0 -Floor - Main Level
3 - Uniform (PSF)8' to 10' 1 1/2"10'15.0 40.0 -Floor - Main Level
4 - Uniform (PLF)0 to 10' 1 1/2"N/A 90.0 --Wall - Main Level
5 - Point (lb)0 N/A 1667 1763 315
Linked from: Great
Room Window,
Support 1
6 - Point (lb)10' 1 1/2"N/A 2629 2797 552
Linked from: Great
Room Window,
Support 2
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 6/2/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Family Room Window
2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 8/5/2021 4:23:40 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 17913 Eclipse Ave, Lakeville, MN
Topaz - Savanna
17913 Eclipse Ave, Lakeville, MN
8/5/21; #25012
Page 25 / 26
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)852 @ 1 1/2"3825 (3.00")Passed (22%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)584 @ 1' 1/4"2498 Passed (23%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)1279 @ 3' 3"3431 Passed (37%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.015 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.032 @ 3' 3"0.313 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"462 390 852 None
2 - Trimmer - SPF 3.00"3.00"1.50"462 390 852 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)6' 6" o/c
Bottom Edge (Lu)6' 6" o/c
Dead Floor Live
Vertical Loads Location Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 6' 6"N/A 7.0 --
1 - Uniform (PSF)0 to 6' 6"3'15.0 40.0 Floor - Main
2 - Uniform (PLF)0 to 6' 6"N/A 90.0 -Wall - Main
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 6/2/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Family Room Patio Door
2 piece(s) 2 x 10 SPF No.1/No.2
ForteWEB Software Operator Job Notes 8/5/2021 4:23:40 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 17913 Eclipse Ave, Lakeville, MN
Topaz - Savanna
17913 Eclipse Ave, Lakeville, MN
8/5/21; #25012
Page 26 / 26
NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION
This form must be completed and submitted with all new residential permit applications.
New residential building permits WILL NOT be issued without this completed form.
Project Site Address: _____________________________________________________________________
Company Name: _________________________________________________________________________
Primary Contact: _________________________________________________________________________
Phone # (24 hr Contact): ______________________ Email: ______________________________________
Description of Land Disturbing Activity: _____________________________________________________
NPDES Construction Stormwater Permit # C000 ___ ___ ___ ___ ___ or # SUB00 ___ ___ ___ ___ ___
If you are not covered under a NPDES Construction Stormwater Permit administered by the MPCA, an
erosion and sediment control plan MUST be submitted with the residential building permit application.
Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control
inspections and corrective actions:
Name of Person: ________________________________Company: _______________________________
Phone # (24 hr Contact): ______________________ Email: ______________________________________
Entity that Provided Training: ________________________ Certification Expiration Date: ____________
NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be installed on the project site and on individual lots.
No land disturbing activity may begin until a residential building permit has been issued.
I understand, the above information to be true and I will have read, understood, and accepted all terms and conditions of the National
Pollutant Discharge Elimination System (NPDES) Permit (MN R 100001). The City of Lakeville may issue a STOP WORK ORDER;
withhold building inspections; or, draw on securities/escrows to bring the site into compliance with the NPDES Construction Stormwater
Permit (MN R 100001) or erosion and sediment control plan.
Signature: ________________________________________________ Date:_________________________
Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500
* If awaiting a MPCA permit transfer, provide MPCA proof of transfer submittal e-mail along with this form to
erosion@lakevillemn.gov
“The permittee(s) shall ensure that the individuals are trained by local, state, federal agencies, professional organizations or other entities in erosion prevention, sediment control, permanent Stormwater management and the Minnesota NPDES/SDS Construction Stormwater Permit.” (NPDES Construction Stormwater Permit, MPCA)
“The permittee(s) must ensure that a trained person (as identified in Part III.A.3.a) will routinely inspect the entire construction site at least once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours.” (NPDES Construction Stormwater Permit, MPCA)
X
KP
08/30/21